Attachment JA-1 Specifications

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RECOVERY--Z--COAL CRUSHER REPLACEMENT AT CLEAR AIR STATION, ALASKA
Solicitation number
FA5004-09-R-C009
Issued by

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JA-1 Specifications (Revised 5 June 2009)

Text of this file

SOLICITATION FA5004-09-R-C009 INDEX

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INDEX

DIVISION 1 GENERAL REQUIREMENTS

01005 Administrative Provisions

01030 Safety, Regulations, and Codes

01073 Explanations: Drawings and Specifications

01120 Alteration Project Procedures

01300 Submittals

01400 Quality Control

01500 Construction Facilities and Temporary Controls

01600 Material and Equipment

01700 Contract Closeout

DIVISION 2 SITE CONSTRUCTION

02055 Demolition

Table 1 Asbestos Sampling, Locations, Materials and Results

Table 2 Lead Content Survey Data

DIVISION 3 CONCRETE

03300 Cast-In-Place Concrete

DIVISION 15 MECHANICAL

15010 General Mechanical

15800 Coal Crushers and Chutes

DIVISION 16 ELECTRICAL

16050 Basic Materials and Methods

DIVISION 17 PAINTING

09 91 00

SOLICITATION FA5004-09-R-C009 SECTION 01005

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SECTION 01005

PART 1 GENERAL

1.1 REQUIREMENTS INCLUDED

A. Permits, Fees, and Inspections.

B. Work Covered by Contract Documents.

C. Work Sequence.

D. Security and Access to Controlled Areas.

E. Contractor Use of Premises.

F. Housing and Messing Facilities.

G. Owner Occupancy.

H. Coordination.

I. Reference Standards.

1.2 RELATED REQUIREMENTS

A. General and Special Conditions

1.3 PERMITS, FEES, AND INSPECTIONS

A. Obtain, pay for, and comply with the requirements of all permits, fees, and inspections required by public authorities.

B. Transmit copies of permit applications, permits received, and public authority inspection reports to the Contracting Officer within three days of making permit application or receiving permits or reports.

1.4 WORK COVERED BY CONTRACT DOCUMENTS

A. Work of this Contract comprises replacement of existing coal crushers, chutes, and accessories at the power plant at Clear AFS, Alaska.

B. Work includes, but is not limited to, demolition, general construction, and mechanical and electrical work, and hazardous materials abatement.

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1.5 WORK SEQUENCE

A. Schedule Work so that the Government has full use of the existing coal crushers and chutes prior to May 1 of the year in which the construction contract is awarded and so that the Government has full use of the new coal crushers and chutes after October 1 of the same year.

B. Schedule Work so that one crusher, existing or new, is fully operational at all times.

C. Schedule Work so that one coal chute pathway from Convyor #2 at the top of the system to

Conveyor #3 at the bottom of the system through the operational coal crusher is available for use within 48 hours notice of emergency need by the Government. Fabricate coal chutes in sections prior to removing the section that is being replaced by that section to facilitate emergency reconstruction.

1.6 SECURITY AND ACCESS TO CONTROLLED AREAS

A. The Contractor shall comply with the provisions of AFJI 31-1022, USAF Physical Security

Program, and applicable security and law enforcement procedures established at the installation.

These documents and procedure can be obtained from the Contracting Officer.

B. A personnel and vehicle list for all personnel and vehicles requiring access to the installation, including subcontractors, shall be provided by, and updated at least weekly by the Contractor.

The lists shall be provided to the Contracting Officer and shall be used to clear personnel and vehicles for access onto the installation. The required information on each list is as follows:

1. Vehicle lists shall include, for each employee and company vehicle, the make, model, serial number (VIN), year of manufacturer, color, license plate number, owner, and operating company.

2. Personnel lists shall include, for each person, the full name, age, social security number

(SSN) and employing company.

3. Each list shall be provided on company stationary, be dated, and signed by the

Contractor.

C. The Contractor shall be responsible for protecting Government property, equipment, and resources issued or supplied under the terms of the Contract in accordance with AFI 31-101. The Contractor shall implement necessary security controls as prescribed by the installation commander.

D. Any infraction of security rules or regulations on the part of any Contractor employee may be considered grounds for the Clear AS installation Commander to prohibit reentry into restricted areas or on to the installation.

1.7 CONTRACTOR USE OF PREMISES

A. Limit construction activities to the hours of Monday through Friday, 7:00 AM to 6:00 PM.

Construction Work is not permitted on weekends or Federal holidays.

B. Limit use of premises for Work and for construction operations, to allow for Owner occupancy, Work of other Contractors, and public access.

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C. Limit areas of construction operations to those areas requiring renovation only.

D. Limit on site storage of materials to Contracting Officer indicated staging areas. Contractor is responsible for security of stored materials.

E. The exterior wall system and other concealed locations at the facility in which this Work takes place contain potentially ignitable concentrations of coal dust. Once ignited, the resulting fire may spread very rapidly. Take precautions necessary to prevent welding or other construction activities from ignited the coal dust. Clean the work areas thoroughly and provide necessary shields, wetting blankets, and fire watch personnel. Review planned construction activities and precautions taken to prevent ignition of concealed coal dust with Contracting Officer’s

Representative daily prior to beginning Work for the day.

F. Give written notice two week in advance of beginning of Work in any Work area.

G. Do not smoke except in specifically designated smoking areas.

H. Take reasonable and adequate precautions to protect the Owner’s property from damage during execution of Work. Restore any damage to Owner property resulting from execution of Work or replace in a manner satisfactory to the Contracting Officer.

I. Do not begin demolition of existing Work or construction of new Work in any Work area until all required construction materials for that Work area are stored on site or at Contractor's place of business.

J. Move Owner tools, equipment, shelving, stored materials, etc. as required to accomplish Work.

Return to original location as soon as possible.

K. Protect Owner tools, equipment, shelving, stored materials, and equipment, etc. from Work.

L. The Alaska Railroad services Clear Air Station and has rail spurs to this facility:

1. The railroad may be used by the Contractor for shipping materials to the project site;

however, the Contractor shall be responsible for verifying the adequacy of railroad spurs/off-loading facilities.

2. The Contractor shall receive, handle and stage all material delivered to the site. The

Contractor shall furnish all personnel and equipment required for unloading materials.

3. The Government will not be responsible for receiving, handling, staging, or security of shipped materials.

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1.8 HOUSING AND MESSING FACILITIES

A. On site housing will be furnished to the Contractor for its personnel by the Government at no cost.

The contractor may also utilize the Clear AFS Dining Facility at the per meal cost noted below.

The Contractor shall be required to transport its personnel to and from the job site. Availability of station housing and messing is limited and must be requested one (1) week in advance of

Contractor requirements. Requests must be made through the Contracting Officer to the Site

Commander. The number of personnel shall be kept to an absolute minimum at all times, and all

Contractor personnel using Government lodging shall be required to maintain their rooms within the Air Force standards of neatness, sanitation, and personnel hygiene. Bedrooms are single occupancy. Bathroom facilities may be shared with one other individual. Lodging for a maximum of four (4) persons (four rooms) will be made available to the Contractor including subcontractors.

Assignments to bed spaces will be controlled by the installation and the Contractor shall ensure the installation is advised when Contractor personnel arrive and depart station.

B. Meal Schedule:

1. Meals are available at the following times:

Breakfast 0545 – 0800 $2.30

Lunch 1100 – 1300 $4.25

Dinner 1700 – 2000 $4.25

These times are subject to minor changes.

C. Standards of Appearance:

1. Personnel wishing to utilize the Clear Dining Hall shall comply with the local dress code.

Personnel shall appear in clean, unsoiled clothes and footwear. Sleeveless T-shirts and hats will not be allowed. Individuals appearing in inappropriate attire or personal hygiene may not be admitted.

2. "Clean footwear" is defined as footwear free of soil, dirt, soot, or other construction spoil, or other carpet staining materials onto Air Force facilities, or the floor of the dining hall, or any other floor of any dormitory buildings.

D. Maid and Janitorial Service:

1. The Government will provide bed linen at the beginning of occupancy; however, no maid or janitorial service is available in sleeping rooms. Individuals shall provide their own towels, soap, and other expendables. Linen exchange and common area janitorial support will be provided to the Contractor by the installation. The Contractor shall be responsible for its employees to maintain living areas in a clean, orderly, and acceptable manner in accordance with local operating instructions.

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1.9 OWNER OCCUPANCY

A. The Owner will occupy premises during entire period of construction for the conduct of its normal operations.

B. Maintain IBC complying access to and through corridors, stairways, and building exits at all times.

C. Cooperate with Owner to minimize conflict and to facilitate its operations. In case of conflict accept Contracting Officer's direction as final and adjust use of premises accordingly.

D. Coordinate Work in and use of premises with the Owner.

1.10 COORDINATION

A. Coordinate Work of the various Sections of Specifications prior to ordering materials and fabrication to assure efficient and orderly sequence of installation of construction elements, with provisions for accommodating items installed later. Notify Contracting Officer of conflicts between elements prior to installation of any element.

B. Verify characteristics of elements of interrelated operating equipment are compatible; coordinate

Work of various Sections having interdependent responsibilities for installing, connecting to, and placing in service, such equipment.

C. After Owner acceptance of Work, coordinate access to site by various trades for correction of defective Work and Work not in accordance with Contract Documents, to minimize disruption of

Owner activities.

D. After Substantial Completion, the Owner will install equipment and furnishings. Cooperate with the Owner and provide access to the Owner for this Work.

1.11 REFERENCE STANDARDS

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

B. Obtain a copy of standards referenced. Maintain a copy at the jobsite during execution of Work to which the standard applies.

C. The date of the standard is that in effect as of the Project Advertisement date, or Effective Date of the Contract when there is no Advertisement, except when a specific date is specified.

END OF SECTION

SOLICITATION FA5004-09-R-C009 SECTION 01030

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SECTION 01030

1.12 SCOPE

A. This Section covers the code and safety requirements applicable to this Project.

1.13 REGULATIONS, STANDARDS, AND CODES

A. Construction which is not governed by a Local Building Code or the Contract Specifications shall be governed by the more stringent provisions of the latest published edition or Statute adopted edition, of the following applicable Codes, Regulations, and Standards.

Air Force Regulation (AFR)

Air Force Regulation 91-7

"Operating and Maintaining Heating Systems"

Alaska Statutes (AS)

Alaska Administrative Rules (AAR)

Alaska Department of Labor (CSC)

Construction Safety Code

American Society of Mechanical (Engineers) ASME

Code of Federal Regulations (CFR)

Federal Acquisition Regulations (FAR)

Federal Specifications (FS)

Military Specifications (MILSPEC)

National Board Inspection Code (NBIC)

National Electrical Code (NEC)

National Fire Protection Association (Volumes 1-9)

(NFPA)

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Occupational Safety and Health Act (OSHA)

Uniform Fire Code (UFC)

Uniform Building Code (UBC)

Uniform Mechanical Code (UMC)

Uniform Plumbing Code (UPC)

1.14 LICENSES AND PERMITS

A. The Contractor shall obtain and maintain current for the duration of this Contract, all required

Federal, State and Local licenses and permits. All associated fees and taxes shall be paid by the

Contractor without additional cost to the Government. Obtain Open Flame permits from the

Military Organization having jurisdiction over the job site prior to any welding or use of open flame. Permits for welding or open flames are valid only for the day of issue.

1. Contractor will advise the Contracting Officer of any requirement(s) for above mentioned permit at least one day in advance of the proposed date of issue. An AF Form 592, USAF Welding, Cutting, and Brazing Permit, will be obtained by the Contractor from the

Base Fire Chief prior to any welding operations. Welding shall conform to AFOSH

Standard 127-5 and such operations will be inspected and approved by Base Fire

Department.

B. Obtain from Base Security all required vehicle and personnel entry permits.

C. Obtain from the Contracting Officer any additional Clear AFS required permits. Current Base permit requirements will be provided to the Contractor at the Preconstruction Conference.

1.15 SAFETY

A. Comply with all Federal and State regulations concerning safety of personnel and equipment. In addition, comply with the applicable provisions of the Corps of Engineer's Manual EM 385-11, "Safety and Health Requirements Manual."

B. The Contractor shall submit a detailed, job-specific safety plan with specific reference to applicable OSHA requirements and a written description of how all aspects of worker safety on the project will be handled.

1.16 FIRE-SAFETY

A. Comply with all fire safety and protection requirements in effect on Clear AS. Government will brief the Contractor on these requirements at the Preconstruction Conference.

B. The exterior wall system and other concealed locations at the facility in which this Work takes place contain potentially ignitable concentrations of coal dust. Once ignited, the resulting fire may spread very rapidly. Take precautions necessary to prevent welding or other construction

JA-1 - SPECIFICATIONS Page 9 of 102 activities from ignited the coal dust. Clean the work areas thoroughly and provide necessary shields, wetting blankets, and fire watch personnel. Review planned construction activities and precautions taken to prevent ignition of concealed coal dust with Contracting Officer’s

Representative daily prior to beginning Work for the day.

1.17 ENVIRONMENTAL PROTECTION

A. The Contractor shall comply with all applicable Federal, State, and Local laws and regulations covering environmental pollution control and abatement in effect on the date of solicitation and the specific requirements stated elsewhere in the Contractor Specifications.

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B. The Contractor shall submit an environmental protection plan to the Contracting Officer, which covers the requirements of all waste disposal and Project site operations. The plan shall include, but not be limited to, the use of on base waste disposal site, the names and locations of off base disposal sites, methods used to safely and legally transport wastes to all disposal sites, methods used to prevent non-point source pollution at the Project Site (including a contingency plan for effectively handling spills of hazardous materials), and training for employees on all elements of this plan. No site work, including mobilization, staging and site preparation, shall be permitted prior to approval of the plan by the Contracting Officer.

C. All construction wastes shall be legally disposed of off site by the Contractor.

D. All hazardous construction wastes as defined in 40 CFR, Part 261, shall be collected and disposed of in accordance with 40 CFR, Parts 260-265. The Contractor shall not store hazardous wastes on base for more than thirty (30) days.

E. The contractor assumes the reporting requirements listed in this section. Figure 1 and Figure 3 offer sample formats for meeting the reporting requirements provided in 1.6.E.1 through 3 and

1.6.E.4, respectively. In addition to reporting to the Contracting Officer, the applicable reports are due to Environmental Health Services (EHS) monthly throughout the length of the contract or at contract closeout, whichever occurs first. Information can be submitted by fax at (907) 585-6318, by e-mail at john.moylan.ctr@clear.af.mil or in person to Room 18 in Bldg. 66.

1. The contractor must report all off-site disposal of solid waste required during the completion of the project (Figure 1). This information should be reported as pounds of solid waste and indicated proportionally as municipal solid waste and construction and demolition debris. If it is not possible to report this information in pounds, the volume of waste and the composition of each volume of waste will be provided.

2. The contractor will report all hazardous waste generated as a result of the project (Figure

1). To ensure proper disposal procedures are followed, the disposal of hazardous wastes will be coordinated with the EHS office prior to disposal actions.

3. Any hazardous and non-hazardous wastes recycled, reused, or otherwise diverted from disposal will be reported in pounds or as a volume as previously described (Figure 1).

4. The Green Procurement Program (GPP) is a mandatory federal acquisition program

(www.arnet.gov/far) that focuses on the purchase and use of environmentally preferable products and services. The fact sheet provided as Figure 2 further describes the breadth of this program’s requirements. One portion of the GPP encourages the use of recovered materials through the Affirmative Procurement Program (APP). Through FAR clause

52.223-4 the contractor must comply with the APP requirements. For contracts exceeding $100,000, the contractor must comply with FAR clause 52.223-9, which requires the contractor to estimate the amount of recycled material in use on the project and provide this information to the Contracting Officer. A sample format to use for eporting is shown in Figure 3. Other parts of the GPP encourage the use of biobased and energy and water efficient products ( FAR 52.223-2) and discourage the use of ozone depleting substances (FAR 52.223-8).

mailto:john.moylan.ctr@clear.af.mil http://www.arnet.gov/far

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PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

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The following is a sample format, which may be used for reporting waste disposed and diverted for the contract.

Figure 1

PRIME CONTRACTOR

(name & address)

WASTE DISPOSAL/DIVERSION REPORT No. DATE

Project Location:

Project Title:

1. SOLID WASTE DISPOSAL

Type of Waste Amount Units Density*

Municipal Solid Waste

Construction and Demolition Debris

2. HAZARDOUS WASTE DISPOSAL

Type of Waste Amount Units Density*

Hazardous Waste

3. SOLID AND HAZARDOUS WASTE DIVERSION

Diverted Waste Type of

Diversion**

Amount Units Density*

*An estimated density of disposed or diverted material is required if the amount is recorded in volume.

**Types of diversion include reusing, recycling, burning for energy recovery, and donating.

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Figure 2. Green Procurement Program Fact Sheet (continued)

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The following is a sample format, which may be used for reporting the amount of recycled material used in a project.

Figure 3

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SOLICITATION FA5004-09-R-C009 SECTION 01073

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SECTION 01073

3.2 REQUIREMENTS INCLUDED

A. Explanation of terminology used within the Drawings and Specifications.

3.3 RELATED REQUIREMENTS

A. Section 01005 - Administrative Provisions.

3.4 SPECIFICATION FORMAT AND COMPOSITION

A. Specifications are divided into Divisions and Sections for the convenience of writing and using.

Titles are not intended to imply a particular meaning or to fully describe the Work of each

Division or Section, and are not an integral part of the text that specifies the requirements.

Contracting Officer is not bound to define the limits of any subcontract, and will not enter into disputes between the Contractor and his employees, including subcontractors.

B. Pages are numbered independently for each Section. Section number is shown with the page number at the bottom of each page. "End of Section" is noted on the last page of each Section. It is Contractor's responsibility to verify that Contract Documents received for bidding and construction are complete in accordance with Table of Contents.

C. These Specifications are of the abbreviated, or "streamlined" type, and include incomplete sentences.

D. Omissions of words or phrases such as "the Contractor shall," "in conformity therewith," "shall be," "as noted on the Drawings," "according to the Drawings," "a," "an," "the" and "all" are intentional.

E. Omitted words or phrases shall be supplied by inference in the same manner as they are when a

"note" occurs on the Drawings.

3.5 DRAWINGS: CONTENT EXPLANATION

A. Where on any of the Drawings a portion of the Work is drawn out and the remainder is indicated in outline, the parts drawn out shall apply also to all other portions of the Work.

B. Wherever a detail is referenced and developed for a specific condition, same or similar detail shall apply to identical or similar conditions elsewhere on Project even though not specifically referenced.

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C. Where the word "similar" occurs on the Drawings, it shall be interpreted in its general sense and not as meaning identical, all details shall be worked out in relation to their location and their connection with other parts of the Work.

D. The figured dimensions on the Drawings or notes indicating dimensions shall be used instead of measurements of the Drawings by scale. No scale measurements shall be used as a dimension.

E. Provide piping, ductwork, equipment, and accessories indicated on the Drawings unless it is specifically indicated that the piping, ductwork, equipment, or accessory is existing.

F. Unless otherwise indicated, abbreviations and symbols used in the Drawings and Specifications are intended to have the meaning commonly accepted in the construction industry. Contact the

Contracting Officer for definition if any question arises concerning them.

G. Certain items used generally throughout the Specifications and Drawings are used as follows:

1. Indicated: The term "indicated" is a cross reference to details, notes or schedules on the

Drawings, other paragraphs or schedules in the Specifications, and similar means of recording requirements in the Contract Documents. Where terms such as "shown", "noted", "schedules", and "specified" are used in lieu of "indicate", it is for the purpose of helping the reader accomplish the cross reference, and no limitation of location is intended except as specifically noted.

2. Installer: The person or entity engaged by Contractor, his subcontractor or sub-subcontractor for the performance of a particular unit of work at the Project site, including installation, erection, application, and similar required operations. It is a general requirement that installers be recognized experts in the Work they are engaged to perform.

3. Provide: Except to the extent further defined, the term "provide" means to supply and install, complete and ready for the intended use.

4. Furnish: Except as otherwise defined in greater detail, the term "furnish" is used to mean the same as "provide".

5. Guarantee and Warranty: "Warranty" is generally used in conjunction with products manufactured or fabricated away from the Project site, and "guarantee" is generally used in conjunction with units of work which require both products and substantial amounts of labor at the Project site. The resulting difference is that warranties are frequently issued by manufacturers, and guarantees are generally issued by Contractor and frequently supported (partially) by product warranties from manufacturers.

6. Work: Work is the act of, and the result of, performing services, furnishing labor, furnishing and incorporating materials and equipment into the Project and performing other duties and obligations, all as required by the Contract Documents. Such Work, however incremental, shall culminate in the entire completed Project, or the various separately identifiable parts thereof.

7. Contracting Officer: Contracting Officer means Contracting Officer or Contracting

Officer’s Representative.

8. Owner: Owner means Government.

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CONFLICTS

A. Report any conflicts to Contracting Officer for clarification.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

SOLICITATION FA5004-09-R-C009 SECTION 01300

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SECTION 01120

3.7 REQUIREMENTS INCLUDED

A. Procedural requirements.

B. Rehabilitation and renovation of existing spaces and materials.

3.8 RELATED REQUIREMENTS

A. Section 01005 - Administrative Provisions.

PART 2 PRODUCTS

4.1 PRODUCTS FOR PATCHING AND EXTENDING WORK

A. New Materials: As specified in individual Specification Sections.

B. Match existing products and work for patching and extending Work.

C. Determine type and quality of existing products by inspection and any necessary testing, and workmanship by use of existing as a standard. Presence of a product, finish, or type of Work, requires that patching, extending, or matching shall be performed as necessary to make Work complete and consistent with existing quality and Contract Documents.

PART 3 EXECUTION

5.1 GENERAL

A. Remove existing work, materials and items as indicated on the Drawings, as required by job site conditions, as scheduled, and as specified herein, to accomplish new Work and alteration in the existing building.

B. Remove work carefully and only to the extent required for the final Work. Minimize damage to adjacent materials.

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C. When portions of existing conditions are shown, it is not meant to indicate that all existing conditions are shown.

D. Patch existing surfaces which are made defective in appearance or function by the execution of

Work.

E. Cut rigid materials using masonry saw or core drill. Pneumatic tools and electric hammers are not permitted.

F. Take reasonable and adequate precautions to protect the Owner’s property from damage during demolition Work, moving of debris, and damage by the elements. Restore any damage to Owner property due to the aforesaid work or replace in a manner satisfactory to the Contracting Officer.

G. Provide and maintain suitable barricades, shelters, lights, and danger signals during the progress of the Work. Provide barricades meeting the requirements of the applicable building codes. Assume the responsibility of barriers to completion of Contract and remove at completion of Contract

H. Do not cut, drill, or notch existing structural members to accommodate installation of raceways, piping, or other Work.

5.2 INSPECTION

A. Verify that demolition is complete, and areas are ready for installation of new Work.

B. Beginning of restoration Work means acceptance of existing conditions.

5.3 PREPARATION

A. Plan all work in advance, informing Contracting Officer of procedure and schedule.

B. Verify existing conditions affecting Work including existing sizes and materials indicated prior to beginning Work or ordering materials that are affected by existing conditions. Notify Contracting

Officer of conflicts in writing.

C. Where openings are to be cut in existing structures, cut such openings with care. Where materials, equipment, frames, etc., are to be removed, remove such items with care to minimize damage to adjacent materials.

D. Cut, move, or remove items as necessary for access to alterations and renovations Work; replace and restore at completion.

E. Remove from site unsuitable material not marked for salvage, such as rotted wood, rusted metals, and deteriorated masonry and concrete; replace materials as specified for finished Work.

F. Remove from site, including concealed spaces, debris and abandoned items resulting from demolition operations from the site promptly. No accumulation of debris will be permitted.

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5.4 INSTALLATION

A. Coordinate Work of alterations and renovations to expedite completion and to accommodate

Owner occupancy.

B. Remove, cut, and patch Work in a manner to minimize damage and to provide means of restoring products and finishes to original condition.

C. In addition to specified replacement of equipment restore existing mechanical and electrical systems to full operational condition.

D. Install products as specified in individual Specification Sections.

5.5 REPAIR OF DAMAGED SURFACES

A. Patch or replace portions of existing surfaces which are disturbed, damaged, or otherwise made defective in appearance or function by the execution of Work under this Contract. Restore to original condition.

B. Repair substrate prior to patching finish.

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SECTION 01300

5.6 REQUIREMENTS INCLUDED

A. Procedures.

B. Shop Drawings and Product Data.

5.7 RELATED REQUIREMENTS

A. Section 01005 - Administrative Provisions.

B. Section 01400 - Quality Control.

C. Section 01600 - Material and Equipment.

D. Section 01700 - Contract Closeout.

5.8 PROCEDURES

A. Deliver submittals to Contracting Officer as directed under cover of an Air Force Form 3000.

B. Follow AF Form 3000 with a listing of any proposed deviations from requirements of Contract

Documents.

C. Transmit submittals in accordance with approved Progress Schedule and in such sequence to avoid delay in the Work or Work of other Contracts.

D. Review submittals prior to transmittal; determine and verify field measurements, field construction criteria, manufacturer's catalog numbers, and conformance of submittal with requirements of Contract Documents.

E. Coordinate submittals with requirements of Work and of Contract Documents.

F. After Contracting Officer review of submittal, revise and resubmit as required, identifying changes made since previous submittal.

G. Distribute copies of reviewed submittals to concerned persons including one set to field office.

Instruct recipients to promptly report any inability to comply with provisions.

H. Make resubmittals under procedures specified for initial submittals; identify changes made since previous submittal.

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I. Acceptance of schedules, Shop Drawings, Product Data, or samples by the Owner or his representative in no way relieves the Contractor of obligation to perform Work in accordance with requirements of the Contract Documents.

5.9 SHOP DRAWINGS AND PRODUCT DATA

A. General:

1. Submit a minimum of two, plus the number required by the Contractor, identical copies of the review submittal or resubmittal for review and acceptance by the Contracting

Officer. The Contracting Officer will retain four copies of each submittal or resubmittal.

2. Submittals are required for all materials of construction and equipment specified and indicated on the Drawings.

3. Submit all items simultaneously.

4. Apply Contractor's stamp, signed or initialed, certifying to review, verification of products, field dimensions and field construction criteria, and coordination of information with requirements of Work and Contract Documents. Notify Contracting Officer in writing at time of submittal of any deviations from requirements of Contract Documents.

Note deviation on Item Data Sheet.

5. Precede each item with a completed Item Data Sheet. See required format attached to the end of this Specification Section.

6. Identify each item with an item number matching the item number for that item listed in the Submittal Schedule and Shop Drawing Record. Separate each item by divider sheets with plastic index tabs between each item. Type item numbers on both sides of paper inserts.

7. Each submittal or resubmittal shall be complete and shall contain all previously submitted material except that being replaced by new or revised material, which shall be removed.

Partial or improperly indexed or tabbed submittals or resubmittals shall be rejected without review or comment.

8. With each resubmittal include a complete summary of all changes and additions made to the equipment review submittal since the previous submittal. Only those items included in the summary will be reviewed with the resubmitted package.

9. Do not submit "updates" for previous submittal packages with resubmittals. Previous submittals will not be updated.

10. A list of minimum submittals required is provided in each Section. These lists are not necessarily complete or all-inclusive and the Contractor is responsible for complete submittal.

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B. Shop Drawings:

1. Present in a clear and thorough manner. Label each Drawing with Owner Project name and Project number. Identify each element of Drawings by reference to sheet number and detail, schedule, or room number of Contract Documents.

2. Identify field dimensions; show relation to adjacent or critical features or Work or products.

3. Minimum Sheet Size: 11 inches by 17 inches.

C. Product Data:

1. Submit only pages that are pertinent; mark each copy of standard printed data to identify pertinent products, referenced to Specification Section and Article number. Show reference standards, performance characteristics, and capacities; wiring and piping diagrams and controls; component parts; finishes; dimensions; and required clearances.

2. Modify manufacturer's standard schematic Drawings and diagrams to supplement standard information and to provide information specifically applicable to the Work.

Delete information not applicable.

D. Binding:

1. Bind equipment review submittals in three (3) ring, D-ring style binders with page lifters and vinyl covers. Expandable catalog type two (2) hole binders with soft board covers and metal prong fasteners will not be accepted.

2. Provide multiple binders as required to limit single binder thickness to three inches.

Divide binders at logical points.

3. Label the front cover and end panel. Label to include project title, project number, date, and facility name.

JA-1 - SPECIFICATIONS Page 27 of 102

ITEM DATA SHEET

1. Item Name/Drawing Equipment Number:

2. Specification Section/Drawing Number:

3. Manufacturer/Model Number:

4. Use And Location: (1)

5. Spare Parts Source:

6. Providers Of Warranty Service:

7. Proposed Deviations From The Contract Documents: (2)

8. Other Contractor Comments:

(1) For This information only needs to be provided when the product's use and location is not obvious.

(2) If this section is left blank it will be assumed that proposed equipment is exactly as specified and indicated on the drawings.

SOLICITATION FA5004-09-R-C009 SECTION 01400

JA-1 - SPECIFICATIONS Page 28 of 102

SECTION 01400

5.10 REQUIREMENTS INCLUDED

A. Quality Control Plan.

B. Quality Control Organization.

C. Controls.

D. Completion Inspection.

E. Documentation.

F. Notification of Non-Compliance.

G. Codes, Ordinances, and Standards.

H. Workmanship.

I. Manufacturer’s Instructions.

J. Construction Photographs.

K. Testing Laboratory Services.

L. Owner Inspection Services.

5.11 RELATED REQUIREMENTS

A. Section 01005 - Administrative Provisions.

B. Section 01300 - Submittals.

5.12 SUBMITTALS

A. Testing laboratory name, address, and telephone number.

B. Evidence of testing laboratory’s authorization to operate in the State of Alaska.

C. Name, registration, address, and telephone number of registered engineer employed by testing agency to review services provided by testing agency.

JA-1 - SPECIFICATIONS Page 29 of 102

5.13 QUALITY CONTROL PLAN

A. The Contractor shall furnish for approval by the Government, not later than 20 days after the receipt of Notice-to-Proceed, the Contractor Quality Control (CQC) Plan with which it proposes to implement the requirements of this Specification. The plan will identify personnel, procedures, instructions, records, and forms to be used.

B. Preconstruction Meeting: Before start of construction, the Contractor shall meet with the

Contracting Officer and discuss the Contractor's Quality Control system. During the meeting, a mutual understanding of the system details will be developed, including the forms for recording the CQC operations, control activities, testing, administration of the system for both on-site and off-site Work, and the interrelationship of Contractor's inspection, and control with the

Government's inspection. During the meeting, the Security Police will be available to discuss with

Contracting Officer, Contractor, and Base Civil Engineering staff details concerning EAL's (Entry

Authority Letters), vehicle passes, and Freezone area restrictions. Minutes of the meeting will be prepared by the Contractor, and signed by both the Contractor and the Contracting Officer. The minutes will become a part of the Contract file. There may also be occasions when subsequent conferences will be called to confirm mutual understandings.

C. The Quality Control Plan: This plan will include, as a minimum, the following:

1. A description of the Quality Control organization, including a chart showing lines of authority and acknowledgement that the CQC staff will conduct the phase inspections for all aspects of the work stipulated and will report to the Project Manager or someone higher in the Contractor's organization.

2. The name, qualifications, duties, responsibilities, and authorities of each person assigned a Quality Control function.

3. A copy of the letter to the Quality Control manager signed by an authorized official of the firm, which describes the responsibilities and delegates the authorities of the Quality

Control Manager.

4. Procedures for scheduling and managing submittals, including those of subcontractors, off-site fabricators, suppliers, and purchasing agents.

5. Control testing procedures for each specific test. (Laboratory facilities shall be as approved by the Contracting Officer.)

6. Reporting procedures including proposed reporting formats.

D. Acceptance of Plan: Acceptance of the Contractor's plan is required prior to the start of construction. Acceptance is conditional and will be predicated on satisfactory performance during the construction. The Government reserves the right to require the Contractor to make changes in its CQC plan and operations as necessary to obtain the quality specified.

E. Notification of Changes: After acceptance of the CQC plan, the Contractor shall notify the

Contracting officer in writing of any proposed change. Proposed changes are subject to acceptance by Contracting Officer.

JA-1 - SPECIFICATIONS Page 30 of 102

5.14 QUALITY CONTROL ORGANIZATION

A. CQC System Manager: The Contractor shall identify an individual within its organization at the site of the Work, who will be responsible for overall management of CQC and have the authority to act in all CQC matters for the Contractor. This CQC System Manager will be approved by the

Contracting Officer.

5.15 CONTROLS

A. Definitions: Contractor Quality Control is the means by which the Contractor assures that construction complies with the requirements of the Contract plans and Specifications.

1. The controls will be adequate to cover all construction operations, including both on-site and off-site fabrication, and will be keyed to the proposed construction sequence. The controls will include at least three phases of inspection for all definitive feature of Work as follows.

B. Preparatory Inspection: This shall be performed prior, to beginning any Work on any definable feature of Work. It shall include a review of Contract requirements; a check to assure that all materials and/or equipment have been tested, submitted, and approved; a check to assure that provisions have been made to provide required control testing; examination of the work area to ascertain that all preliminary Work has been completed; and a physical examination of materials, equipment, and sample Work to assure that they conform to approved Shop Drawings or submittal data and that all materials and/or equipment are on hand.

1. The Contracting Officer shall be notified at least 48 hours in advance of the preparatory inspection and such inspection will be made a matter of record in the Contractor's Quality

Control documentation as required below. Subsequent to the preparatory inspection and prior to commencement of Work, the Contractor shall instruct each applicable worker as to the acceptable level of workmanship required in the CQC plan in order to meet

Contract Specifications.

C. Initial Inspection: This shall be performed as soon as a representative portion of the particular feature of Work has been accomplished and shall include examination of the quality of workmanship and a review of control testing for compliance with Contract requirements, use of defective or damaged materials, commissions, and dimensional requirements. The Contracting

Officer shall be notified at least 24 hours in advance of the initial inspection and such inspection will be made a matter of record in the CQC documentation as required below.

D. Follow up Inspections: These shall be performed daily to assure continuing compliance with

Contract requirements, including control testing, until completion of the particular feature of

Work. Such inspections shall be made a matter of record in the CQC documentation as required below. Final follow-up inspections shall be conducted and test deficiencies corrected prior to the addition of new features of Work.

JA-1 - SPECIFICATIONS Page 31 of 102

5.16 COMPLETION INSPECTION

A. At the completion of all Work or any increment thereof, the CQC System Manager shall conduct a completion inspection of the Work and develop a "punch list" of any items which do not conform to the approved plans and Specifications. Such a list will be included in the CQC documentation, as requited by Article 1.8 below, and will include the estimated date by which the deficiencies will be corrected.

B. The CQC System Manager or his/her staff shall make a second completion inspection to ascertain that all deficiencies have been corrected and so notify the Contracting Officer. The completion inspection and any deficiency corrections required by this paragraph shall be accomplished within the time stated for completion of the entire Work or any particular increment thereof, if the Project is divided into increments by separate completion dates.

5.17 DOCUMENTATION

A. The Contractor shall maintain current records of Quality Control operations, activities, and tests performed, including the work of suppliers and subcontractors. These records shall be on an acceptable form and shall indicate a description of trades working on the Project, the number of personnel working, the weather conditions encountered, any delays encountered, and acknowledgement of deficiencies noted, along with the corrective actions taken on current and previous deficiencies. In addition, these records shall include factual evidence that required activities or tests have been performed, including but not limited to the following:

1. Type and number of control activities, and tests involved.

2. Results of control activities or tests.

3. Nature of defects, causes for rejection, etc.

4. Proposed remedial action.

5. Corrective action taken.

B. These records shall cover both conforming and defective, or deficient features, and will include statement that supplies and materials incorporated into the work comply with the Contract.

C. Submit one copy of the completed Quality Control documentation to the Contracting Officer's on-site representative for each day's construction activity. Submittal to the Contracting Officer's

Representative shall be made no later than 12:00 noon on the day following the subject activate, report date. For reports covering construction on Friday, submittal shall be made the following

Monday.

JA-1 - SPECIFICATIONS Page 32 of 102

5.18 NOTIFICATION OF NONCOMPLIANCE

A. The Contracting Officer will notify the Contractor of any noncompliance with the foregoing requirements. The Contractor shall, after receipt of such notice, immediately take corrective action. Such notice, when delivered to the Contractor or its representative at the site of the work, will be deemed sufficient for the purpose of notification. If the Contractor fails or refuses to comply promptly, the Contracting Officer may issue an order stopping all or part of the work, pending satisfactory corrective action.

5.19 CODES, ORDINANCES, AND STANDARDS

A. Federal, State and Local Codes and Ordinances take precedence over these Specifications and

Drawings where conflicts occur unless the Drawings or Specifications call for more stringent requirements. Notify the Contracting Officer in writing of conflicts.

B. Follow latest adopted editions of Code of Federal Regulations, Alaska Administrative Code, International Building Code, International Mechanical Code, Uniform Plumbing Code, International Fire Code, National Electrical Code, ADA Accessibility Guidelines, NFPA, ASME, NEMA, ASHRAE, SMACNA, etc. as applicable.

C. Comply with all applicable laws, building and construction codes, OSHA Safety and Health

Regulations and applicable requirements of any governmental agency under whose jurisdiction this Work is being performed.

5.20 WORKMANSHIP

A. Comply with industry standards except when more restrictive tolerances or specified requirements indicate more rigid standards or more precise workmanship.

B. Perform Work by persons qualified to produce workmanship of specified quality.

C. Secure products in place with positive anchorage devices designed and sized to withstand stresses, vibration, and racking and to minimize the transfer of sound and vibration.

D. Provide finishes to match approved samples.

5.21 MANUFACTURERS' INSTRUCTIONS

A. Comply with instructions in full detail, including each step in sequence. Provide accessories recommended by manufacturer for service intended and accessories indicated. Should instructions conflict with Contract Documents, request clarification from Contracting Officer before proceeding.

JA-1 - SPECIFICATIONS Page 33 of 102

5.22 CONSTRUCTION PHOTOGRAPHS

A. Take photographs of construction throughout progress of construction. At a minimum, take twelve photographs of construction at end of each work week. Photograph interior, exterior, and stored materials.

B. During each phase of construction, also take photographs providing full coverage of the following elements of construction at the beginning and completion of those elements of construction.

1. Excavations.

2. Foundations.

3. Structural framing.

4. Exterior envelop insulation.

5. Exterior envelop vapor barrier.

6. Enclosure of building.

7. Final completion.

C. Take photographs that provide factual presentation, provide correct exposure and focus, high resolution and sharpness, maximum depth of field, and minimum distortion.

D. Take photographs with a camera that automatically records date and time on face of photograph.

2 Megapixels or higher resolution digital cameras may be used. Minimum acceptable resolution for digital photos is 1600x1200x16M.

E. Deliver prints of photographs taken since previous Application for Payment to the Contracting

Officer with subsequent Application for Payment: Provide three, 4 inches by 6 inches, matte finish, full color prints of each photograph taken. Label back of each print with name of Project, subject of photograph, and view orientation.

F. Deliver photo negatives, or electronic files on CD Rom in the case of digital photos, to the

Contracting Officer with Record Documents. Catalog and index negatives/files in chronological sequence. Provide typed table of contents.

5.23 TESTING LABORATORY SERVICES

A. Employ and pay for services of an Independent Testing Laboratory, authorized to operate in the

State of Alaska, to perform inspections, tests, and other services required by individual

Specification Sections.

B. Testing Laboratory Responsibilities

1. Employ registered engineer to review services.

2. Perform services in accordance with requirements of governing authorities and with specified standards.

JA-1 - SPECIFICATIONS Page 34 of 102

3. Cooperate with the Contracting Officer in performing services.

4. Utilize testing equipment calibrated within a period of six months, or as otherwise recommended by the equipment manufacturer, and checked for accuracy prior to use.

5. Promptly submit inspection and test reports to Contracting Officer in duplicate list the following applicable information:

a. Project title, number, and location.

b. Testing laboratory name, address, and telephone number.

c. Name of inspector.

d. Date of inspection or test.

e. Date of report.

f. Work and location of Work tested or inspected.

g. Applicable Specification Section.

h. Type of test performed, results of test, interpretation of test results, and indication of compliance or non-compliance with specified standards and with

Contract Documents.

6. Leave copies of inspection and test reports for the following items with the Contractor on site before leaving the site:

a. Compaction tests.

b. Concrete slump and air entrainment tests.

c. Visual weld inspections.

d. Bolted connection inspections.

5.24 OWNER INSPECTION SERVICES

A. The Owner will periodically inspect the Work. Provide assistance to inspection personnel required for complete and thorough inspections.

B. Submit written requests for inspections and testing by the Owner at the following stages of construction and at stages specified elsewhere:

1. At completion of buried…

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