att1_FinalSpecPackage(03.12.18).pdf

Hiawatha National Forest – Rapid River Ranger District – Tree Cooler and Pole Barn

SPECIFICATIONS

TABLE OF CONTENTS 03/12/2018

DIVISION 01 - GENERAL REQUIREMENTS

01100 SUMMARY 1

01140 WORK RESTRICTIONS 3

01310 PROJECT MANAGEMENT AND COORDINATION 4

013300 SUBMITTAL PROCEDURES 6

01400 QUALITY CONTROL 13

01500 TEMPORARY FACILITIES AND CONTROLS 15

01700 EXECUTION REQUIREMENTS 17

01770 CLOSEOUT PROCEDURES 21

DIVISION 03 - CONCRETE

033000 CAST-IN-PLACE CONCRETE 24

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

061000 ROUGH CARPENTRY 28

DIVISON 11 - EQUIPMENT

114100 TREE COOLER 31

DIVISION 13 - SPECIAL CONSTRUCTION

133400 PRE-ENGINEERED BUILDING SYSTEMS 39

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

235533.16 NATURAL GAS – GAS PIPING 54

235533.16 GAS-FIRED UNIT HEATERS 64

DIVISION 26 - ELECTRICAL

260000 ELECTRICAL WORK 67

DIVISION 31 - EARTHWORK

312000 EARTH MOVING 79

SECTION 011000 - SUMMARY

PART 1 - GENERAL

1.1 PROJECT IDENTIFICATION

A. Project Name and Location: Rapid River Ranger District Tree Cooler Pole Barn. The Rapid River Ranger District Office is located in Rapid River, MI on the corner of US-2 and U-25 at

8181 US-2.

B. Project Summary Description: The project includes but is not limited to the following Work:

1. New 2,736 gross square feet pole barn. The new structure will house an unheated area of approximately 1,957 gross square feet for a pre-fab tree cooler for seedling and associated materials, and a 760 gross square feet heated equipment room with a garage door for storage.

2. Pre-engineered wood post frame building with exterior metal wall and roof panels.

Structure shall be supported by embedded wood columns sitting on a concrete spot footings. The foundation support structure shall be designed by the building manufacturer and/or contractor based on information provided by the Government.

3. The building includes lighting, power, water, and heat (equipment room only) as detailed in the drawings and specifications.

4. A six inch cast in place reinforced concrete floor slab shall be provided as detailed in the drawings.

5. The existing site utilities (natural gas, electrical and water) shall be extended to the new building location as detailed in the drawings and specifications. A new service panel shall be provided in the new facility. A new natural gas meter and service connections provided as required by the natural gas provider.

6. See Site drawings for location of new facility and site utilities.

7. Providing and installing 48 feet x 30 feet Tree Cooler complete with all equipment and apparatus necessary for a complete installation. Work includes all supporting utilities and connections.

C. Government or Owner refers to the USDA Forest Service. Contracting Officer (CO) refers to the person assigned by the USDA Forest Service to administer the Contract. Soon after Contract award, the Contracting Officer will designate a Contracting Officer Representative

(COR).

1.2 CONTRACTOR USE OF SITE AND PREMISES

A. Contractor may use on-site power, and water, but not toilet facilities.

PART 2 - PRODUCTS & PART 3 – EXECUTION (Not Applicable)

2.1 PROJECT COORDINATION

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A. The Contractor shall maintain close coordination with the tree cooler manufacturer and installer to insure the building design, utilities, connections, support construction, construction schedule and other equipment, and materials needed to complete the cooler installation, startup and operations have been incorporated into the scope of the contract. No additional payment will be made for any work and materials required to make the tree cooler fully operational for its intended purpose.

END OF SECTION 011000

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SECTION 011400 - WORK RESTRICTIONS

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section.

1.2 CONTRACTOR USE OF PREMISES

A. The Government will conduct a pre-construction survey with the Contractor to review and document the existing project conditions prior to construction.

B. The Contractor shall perform all work during weekdays, Monday through Friday; between the hours of 6:00 AM and 6:00 PM; without disruption to government employees and government operations. No work shall be permitted on Government Holidays or our outside the hours listed above without prior approval of the COR.

C. The Contractor shall limit use of the premises to the work in areas indicated.

1. Confine operations at the site to areas indicated. Do not disturb portions of the site beyond the areas in which Work is indicated.

2. Schedule deliveries to minimize on-site storage of material and equipment.

3. Repair damage caused by construction operations. Take precautions to protect the public during the construction period.

4. Space on the premises is available for the Contractor's storage and related activities which will be designated by the COR.

5. Existing materials and equipment that are removed as part of the construction operations, and that are not reused or salvaged as Government property, shall become the property of the Contractor and shall be promptly removed from the site.

1.3 GOVERNMENT OCCUPANCY

A. The Government will occupy the site during the construction. Cooperate with the Government's representatives during construction operations to minimize conflicts and facilitate Government usage. Perform the Work in a manner that does not interfere with the Government's operations.

PART 2 - PRODUCTS (Not Applicable) & PART 3 - EXECUTION (Not Applicable)

END OF SECTION 011400

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SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION

1.1 SUMMARY

A. This section includes certain administrative provisions for managing and coordinating construction operations.

1.2 GENERAL PROJECT COORDINATION

A. Coordination of Trades: Coordinate construction operations to provide an efficient and orderly installation of each part of the Work.

B. Coordinate construction, power and other needs with the cooler Manufacturer and installer.

1.3 CONSERVATION

A. Consider conservation of energy, water and materials during construction operations.

1.4 SPILL CONTROL

A. Develop plans to provide for containment of hazardous materials and unplanned spills.

1.5 ADMINISTRATIVE AND SUPERVISORY PERSONNEL

A. In addition to meeting the requirements of FAR 52.236-6 for an on-site Project Superintendent, the Contractor shall provide other administrative and supervisory personnel as required for performance of the Work.

1.6 CONFERENCES AND MEETINGS

A. Pre-construction Conference: The Contracting Officer (CO) will schedule a pre-construction conference before starting construction at a time and place convenient to the Contractor and will review responsibilities and personnel assignments. FAR 52.236-26

B. Progress Meetings: Progress meetings at the Project Site shall be conducted at regular intervals.

Dates of meetings shall be coordinated with preparation of the payment request in accordance with FAR 52.232-5. Additional progress meeting may be required as requested by either the Contractor or COR.

1. Agenda: Include topics for discussion as appropriate to the status of the Project. Include review of the Contractor's Construction Schedule and of the present and future needs of each entity present.

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2. Schedule Updating: If the progress of the work falls behind the approved Contractor’s Construction Schedule, the Contractor shall submit a supplementary schedule and recovery plan for approval by the Contracting Officer (CO) in accordance with FAR 52.236-15.

3. The Contractor shall insure subcontractors participate in progress meeting when their work will be part of the agenda and their participation is important to the discussion as determined by the COR.

1.7 SUBMITTALS

A. Staff Names: Prior to the Preconstruction Conference, submit a list of principal staff assignments, including the Superintendent and other primary personnel. Identify individuals by name, duties and responsibilities, home address, and business and home telephone numbers.

Post copies of this list in the temporary field office.

B. Construction Schedules shall be submitted as directed in FAR 52.236-15, Schedules for Construction prior to the Preconstruction Conference.

PART 2 - PRODUCTS (Not applicable)

PART 3 - EXECUTION

3.1 GENERAL COORDINATION PROVISIONS

A. Inspection of Conditions: Prior to installations, require the installer of each major component to inspect both the substrate and conditions under which work is to be performed.

B. Construction in Progress: Keep construction in progress, adjoining materials in place, and clean during handling and installation. Apply protective coverings for protection from damage or deterioration.

C. Completed Construction: Clean completed construction and provide maintenance to prevent damage, soiling or other deterioration through the remainder of the construction period.

D. Limiting Exposures: Supervise construction operations to prevent exposure of any part of construction, completed or in progress, to harmful, dangerous, damaging, or otherwise deleterious conditions during the construction period.

END OF SECTION 013100

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SECTION 013300 - SUBMITTAL PROCEDURES

1.1 SUMMARY

A. This Section includes administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other submittals.

B. See Division 01 Section "Quality Requirements" for submitting test and inspection reports.

C. See Division 01 Section "Closeout Procedures" for submitting warranties.

1.2 DEFINITIONS

A. Action Submittals: Written and graphic information that requires COR's responsive action.

B. Informational Submittals: Written information that does not require COR's responsive action.

Submittals may be rejected for not complying with requirements.

1.3 SUBMITTAL PROCEDURES

A. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.

1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.

2. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination.

a. COR reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.

B. Processing Time: Allow enough time for submittal review, including time for resubmittals, as follows. Time for review shall commence on COR's receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals.

1. Initial Review: Allow 14 calendar days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. COR will advise Contractor when a submittal being processed must be delayed for coordination.

2. Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial submittal.

3. Resubmittal Review: Allow 14 calendar days for review of each resubmittal.

C. Identification: Place a permanent label or title block on each submittal for identification.

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1. Indicate name of firm or entity that prepared each submittal on label or title block.

2. Provide a space approximately 6 by 8 inches on label or beside title block to record

Contractor's review and approval markings and action taken by COR.

3. Include the following information on label for processing and recording action taken:

a. Project name.

b. Date.

c. Name and address of COR.

d. Name and address of Contractor.

e. Name and address of subcontractor.

f. Name and address of supplier.

g. Name of manufacturer.

h. Submittal number or other unique identifier, including revision identifier.

1) Submittal number shall use Specification Section number followed by a decimal point and then a sequential number (e.g., 061000.01). Resubmittals shall include an alphabetic suffix after another decimal point (e.g., 061000.01.A).

i. Number and title of appropriate Specification Section.

j. Drawing number and detail references, as appropriate.

k. Location(s) where product is to be installed, as appropriate.

l. Other necessary identification.

D. Deviations/Substitutions: Highlight, encircle, or otherwise specifically identify deviations from the Contract Documents on submittals. Provide supporting documentation as request by the COR depending on the magnitude of the deviation or substitution these may include:

1. Statement indicating why specified material or product cannot be provided.

2. Coordination information, including a list of changes or modifications needed to other parts of the Work and to construction performed by Owner and separate contractors that will be necessary to accommodate proposed substitution.

3. Detailed comparison of significant qualities of proposed substitution with those of the Work specified. Significant qualities may include attributes such as performance, weight, size, durability, visual effect, and specific features and requirements indicated.

4. Product Data, including drawings and descriptions of products and fabrication and installation procedures.

5. Samples, where applicable or requested.

6. Material test reports from a qualified testing agency indicating and interpreting test results for compliance with requirements indicated.

7. Research/evaluation reports evidencing compliance with building code in effect for

Project, from a model code organization acceptable to authorities having jurisdiction.

8. Detailed comparison of Contractor's Construction Schedule using proposed substitution with products specified for the Work, including effect on the overall Contract Time. If specified product or method of construction cannot be provided within the Contract Time, include letter from manufacturer, on manufacturer's letterhead, stating lack of availability or delays in delivery.

9. Contractor's certification that proposed substitution complies with requirements in the Contract Documents and is appropriate for applications indicated.

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10. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results or incorporation of the substitution increase contractor’s cost or time of execution.

COR Action: COR will notify Contractor of acceptance or rejection of proposed deviation/substitution.

1.4

A. Additional Copies: Unless additional copies are required for final submittal, and unless COR observes noncompliance with provisions in the Contract Documents, initial submittal may serve as final submittal.

1. Additional copies submitted for maintenance manuals will be marked with action taken and will be returned.

B. Transmittal: Package each submittal individually and appropriately for transmittal and handling. Transmit each submittal using a transmittal form. COR will discard submittals received from sources other than Contractor.

C. Resubmittals: Make resubmittals in same form and number of copies as initial submittal.

1. Note date and content of previous submittal.

2. Note date and content of revision in label or title block and clearly indicate extent of revision.

3. Resubmit submittals until they are marked "Approved” or “Approved as Noted.”

D. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms.

E. Use for Construction: Use only final submittals with mark indicating "Approved” or “Approved as Noted.” taken by COR.

PART 2 - PRODUCTS

2.1 ACTION SUBMITTALS

A. General: Prepare and submit Action Submittals required by individual Specification Sections.

B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.

1. If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not as Product Data.

2. Mark each copy of each submittal to show which products and options are applicable.

3. Include the following information, as applicable:

a. Manufacturer's written recommendations.

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b. Manufacturer's product specifications.

c. Manufacturer's installation instructions.

d. Manufacturer's catalog cuts.

e. Printed performance curves.

f. Operational range diagrams.

g. Compliance with specified referenced standards.

h. Testing by recognized testing agency.

4. Number of Copies: Submit three copies of Product Data, unless otherwise indicated.

COR will return two copies. Mark up and retain one returned copy as a Project Record Document.

C. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data.

1. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable:

a. Dimensions.

b. Identification of products.

c. Fabrication and installation drawings.

d. Roughing-in and setting diagrams.

e. Shopwork manufacturing instructions.

f. Templates and patterns.

g. Schedules.

h. Notation of coordination requirements.

i. Notation of dimensions established by field measurement.

j. Relationship to adjoining construction clearly indicated.

k. Seal and signature of professional engineer if specified.

2. Sheet Size: Except for templates, patterns, and similar full-size drawings, submit Shop Drawings on sheets at least 8-1/2 by 11 inches but no larger than 11 by 17 inches.

3. Number of Copies: Submit two opaque (bond) copies of each submittal. COR will return one copy.

D. Samples: Submit Samples for review of kind, color, pattern, and texture for a check of these characteristics with other elements and for a comparison of these characteristics between submittal and actual component as delivered and installed.

1. Transmit Samples that contain multiple, related components such as accessories together in one submittal package.

2. Identification: Attach label on unexposed side of Samples that includes the following:

a. Generic description of Sample.

b. Product name and name of manufacturer.

c. Sample source.

d. Number and title of appropriate Specification Section.

3. Samples for Initial Selection: Submit manufacturer's color charts consisting of units or sections of units showing the full range of colors, textures, and patterns available.

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a. Number of Samples: Submit one full set(s) of available choices where color, pattern, texture, or similar characteristics are required to be selected from manufacturer's product line. COR will return submittal with options selected.

4. Samples for Verification: Submit full-size units or Samples of size indicated, prepared from same material to be used for the Work, cured and finished in manner specified, and physically identical with material or product proposed for use, and that show full range of color and texture variations expected. Samples include, but are not limited to, the following: partial sections of manufactured or fabricated components; small cuts or containers of materials; complete units of repetitively used materials; swatches showing color, texture, and pattern; color range sets; and components used for independent testing and inspection.

a. Number of Samples: Submit three sets of Samples. COR will retain two Sample sets; remainder will be returned.

2.2 INFORMATIONAL SUBMITTALS

A. General: Prepare and submit Informational Submittals required by other Specification Sections.

1. Number of Copies: Submit two copies of each submittal, unless otherwise indicated.

COR will not return copies.

2. Certificates and Certifications: Provide a notarized statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity.

3. Test and Inspection Reports: Comply with requirements specified in Division 01 Section "Quality Requirements."

B. Coordination Drawings: Comply with requirements specified in Division 01 Section "Project Management and Coordination."

C. Installer Certificates: Prepare written statements on manufacturer's letterhead certifying that Installer complies with requirements in the Contract Documents and, where required, is authorized by manufacturer for this specific Project.

D. Manufacturer Certificates: Prepare written statements on manufacturer's letterhead certifying that manufacturer complies with requirements in the Contract Documents. Include evidence of manufacturing experience where required.

E. Product Certificates: Prepare written statements on manufacturer's letterhead certifying that product complies with requirements in the Contract Documents.

F. Material Certificates: Prepare written statements on manufacturer's letterhead certifying that material complies with requirements in the Contract Documents.

G. Material Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting test results of material for compliance with requirements in the Contract Documents.

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H. Field Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of field tests performed either during installation of product or after product is installed in its final location, for compliance with requirements in the Contract Documents.

I. Design Data: Prepare written and graphic information, including, but not limited to, performance and design criteria, list of applicable codes and regulations, and calculations.

Include list of assumptions and other performance and design criteria and a summary of loads.

Include load diagrams if applicable. Provide name and version of software, if any, used for calculations. Include page numbers.

J. Manufacturer's Instructions: Prepare written or published information that documents manufacturer's recommendations, guidelines, and procedures for installing or operating a product or equipment. Include name of product and name, address, and telephone number of manufacturer.

PART 3 - EXECUTION

3.1 CONTRACTOR'S REVIEW

A. Review each submittal and check for coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to COR.

B. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents.

C. The COR will return without review any submittal not approved and certified by the Contractor prior to submission.

3.2 COR'S ACTION

A. General: COR will not review submittals that do not bear Contractor's approval stamp and will return them without action.

B. Action Submittals: COR will review each submittal, make marks to indicate corrections or modifications required, and return it. COR will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action taken, as follows:

1. “Approved” – Submittal is accepted as submitted

2. “Approved as Noted” – Submittal is accepted with minor changes and/or clarifications needed.

3. “Rejected” – Submittal does not meet the specifications or does not provide enough information to make a determination of compliance with specifications

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C. Informational Submittals: COR will review each submittal and will not return it, or will return it if it does not comply with requirements. COR will forward each submittal to appropriate party.

D. Partial submittals are not acceptable, will be considered nonresponsive, and will be returned without review.

E. Submittals not required by the Contract Documents may not be reviewed and may be discarded.

F. Payment: Payment for any item or work will not be made until all required submittals have been reviewed and approved. When items are installed prior to government receipt and approval of Manufacturer’s instructions, destructive inspections methods may be required to validate proper installation, the repair of which shall be made by the contractor at no additional cost to the Government.

END OF SECTION 013300

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SECTION 014000 - QUALITY CONTROL

1.1 SUMMARY

A. This section, FAR 52.246-1, and FAR 52.246-12 include requirements for quality control services to verify quality assurance requirements specified elsewhere in the Contract.

B. The Government reserves the right to conduct independent tests.

C. This section includes requirements for quality control services: soil density compaction, and concrete tests.

D. The quality control services include tests and related actions, including reports, performed by the Contractor, independent agencies or governing authorities.

E. Contractor Quality Control: The Project Superintendent shall be responsible for insuring the quality of the work and materials and supplies comply with the contract requirements. Failure of the Project Superintendent to adequately perform these duties may result in his/her removal under provisions of FAR Clause 52.236-5 Material and Workmanship.

1.2 RESPONSIBILITIES

A. Contractor Responsibilities: The Contractor shall provide for tests, inspections and other quality control services where specified in the Contract or when required by authorities having jurisdiction. Costs for these services are included in the Contract price. The Contractor shall maintain complete inspection records and make them available to the government.

B. The Contractor shall employ and pay for a qualified independent testing agency (Agency) to perform the quality control services.

C. Retesting: The Contractor is responsible for retesting, including repeated inspections and other services, where results of the initial tests, inspections or other quality control services indicate noncompliance with the requirements of the Contract.

D. Associated Services: The Contractor shall cooperate with others performing required tests, inspections and other quality control services, shall provide access to the work, and shall furnish incidental labor and facilities necessary to facilitate inspections and tests.

E. Take adequate quantities of representative samples of materials that require testing or assist the agency in taking samples.

1. Deliver samples to testing laboratories.

2. Provide security and protection of samples and test equipment at the Project site.

F. The Agency shall provide qualified personnel to perform required inspections and tests.

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G. The Agency shall notify the Government and the Contractor of irregularities or deficiencies observed in the Work during performance of their services.

H. The Agency is not authorized to change requirements of the Contract or approve or accept any portion of the Work. The Agency shall not perform any duties of the Contractor.

1.3 QUALIFICATIONS OF INDEPENDENT TESTING AGENCIES

A. A qualified independent testing Agency shall be an accredited entity engaged to perform tests or inspections, and to report on and, if required, to interpret results of those tests or inspections.

1.4 SUBMITTALS

A. Reports: The Contractor shall submit a certified written report, in duplicate, of each test, inspection or other quality control service to the Government.

B. Written reports shall include but not be limited to the following:

1. Date of issue.

2. Project title and number.

3. Name, address, and telephone number of testing agency.

4. Dates and locations of samples and tests or inspections.

5. Names of individuals making the test or inspection.

6. Designation of the work and test method.

7. Identifications of product and specification section.

8. Complete test or inspection data.

9. Test results and an interpretation of test results.

10. Ambient conditions at the time of sample taking and testing.

11. Comments or professional opinion on whether tested or inspected Work complies with

Contract Document requirements.

12. Name and signature of laboratory inspector.

13. Recommendations on retesting.

PART 2 - PRODUCTS (Not applicable)

PART 3 - EXECUTION (Not applicable)

END OF SECTION 014000

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SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS

1.1 SUMMARY

A. Provide temporary utilities, support facilities, protection, and controls required for construction.

Provide project work signs and secured areas to direct safe construction operations.

1.2 QUALITY ASSURANCE

A. Standards and Regulations: Comply with industry standards, codes, and with applicable laws and regulations of authorities having jurisdiction.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION

3.1 TEMPORARY UTILITIES

A. Maintain site utilities operational at all times, except when outages are required to complete the work and such outages have been coordinated and approved by the COR.

B. Contractor may utilizes site utilities free of charge for performance of work required by the contract.

3.2 TEMPORARY SUPPORT FACILITIES

A. Provide temporary enclosures for protection of construction as needed. Collect waste from construction areas, storage areas and other areas affected by the work daily.

B. RESTROOMS: Contractor shall provide onsite restroom facilities meeting OSHA and local requirements for their employees. Restrooms shall be cleaned daily and waste pumped and disposed of before holding tanks are 3/4 full or objectionable odors are observed by the COR.

The Contractor will not be permitted to use Government restroom facilities.

3.3 TEMPORARY PROTECTION FACILITIES

A. Barricades, Warning Signs, and Lights: Comply with standards and code requirements for erecting structurally adequate barricades. Paint with appropriate colors, graphics, and warning signs to inform personnel and the public of the hazard involved.

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3.4 OPERATION, TERMINATION, AND REMOVAL

A. Maintain facilities in good operating condition until removal. Each temporary facility shall be removed when need for has ended.

END OF SECTION 015000

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SECTION 017000 - EXECUTION REQUIREMENTS

1.1 SUMMARY

A. This section, FAR 52.236-5, FAR 52.236-12, and FAR 52.236.17 include certain general procedural requirements governing the Contractor's execution of the Work, including, but not limited to laying out the Work, general installation of products, correction of defective Work, and cleaning.

1.2 PROJECT SUBSTAINABILITY REQUIREMENTS

A. All federal contracts are required to incorporate a set of sustainability type requirements which are included below. Many of these requirements will not be applicable to this project because they do not fall within the Scope of the Contract.

B. Biobased. The Contractor must comply with the Farm Security and Rural Investment Act of 2002 (FSRIA), 7 U.S.C. 8102; the Food, Conservation and Energy Act of 2008 (FCEA), 7 U.S.C. 8102; the Federal Acquisition Regulation; Executive Order (EO) 13514, “Federal Leadership in Environmental, Energy and Economic Performance,” dated October 5, 2009; EO 13423, “Strengthening Federal Environmental, Energy, and Transportation Management,” dated January 24, 2007; and Presidential Memorandum, “Driving Innovation and Creating Jobs in Rural America through Biobased and Sustainable Product Procurement,” dated February, 2012 to provide Biobased products. For more information regarding the Department of Agriculture Biobased Program go to: http://www.biopreferred.gov.

C. Sustainable Design/Construction Elements: Energy Efficient Products: Where applicable and available, provide Energy Star listed products for the following equipment: Appliances, Computers and electronics, Heating and cooling equipment, Plumbing equipment, Lighting and fans.

D. Protect and Conserve Water: o Conserve Water: Provide Water Sense labeled water fixtures.

Provide cutsheet of each fixture with Water Sense label. Utilize non-potable water for site irrigation requirements.

E. Enhance Indoor Environmental Quality: Moisture Control: Incorporate moisture control strategies to prevent exterior and interior building damage from moisture and mold. Low- Emitting Materials: Design and construct building utilizing materials and products with low pollutant emissions, including adhesives, sealants, paints, and furnishings. Protect Indoor Air Quality During Construction: Use the Good Practices for Maintaining Acceptable Indoor Air Environmental Quality during Construction and Renovation Projects, published by National Institute for Safety and Occupational Health (NIOSH), November 2005

F. Reduce Environmental Impact of Materials:

1. Recycled content: Use products that meet or exceed EPA’s recycled content recommendations.

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2. Biobased materials: Use products that meet or exceed USDA’s Biobased content recommendations for USDA-designated products.

3. Construction Waste: Recycle or salvage at least 50 percent of construction waste and land clearing waste.

4. Ozone depleting compounds: Do not use ozone depleting compounds where alternative environmentally preferable products are available consistent with Montreal Protocol or Title VI of the Clean Air Act.

1.3 QUALITY ASSURANCE

A. Workmanship Standards: Initiate and maintain procedures to ensure personnel performing the Work are skilled and knowledgeable in the methods and craftsmanship needed to produce the required levels of workmanship. Remove and replace Work that does not comply with workmanship specified and standards recognized in the construction industry for the applications indicated. Remove and replace Work damaged or deteriorated by faulty workmanship or replacement of other Work.

1. Manufacturer's Instructions: Where installations include manufactured products, comply with manufacturer's applicable installation instructions and recommendations to the extent that those instructions and recommendations are more explicit or stringent than requirements contained in the Contract. The Contracting Officer’s Representative (COR) shall be immediately notified of conflicts between manufacturer’s instructions and the Contract.

2. Minimum Quality and Quantity: The quality level or quantity shown or specified shall be the minimum required for the Work. Except as otherwise indicated, the Work shall comply exactly with that minimum or may be superior to that minimum. Specified numeric values are either minimums or maximums as indicated or as appropriate for the context of the requirements.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION

3.1 LAYING OUT THE WORK

A. Before proceeding to lay out the Work, verify layout information shown on the Drawings, in relation to the property survey and existing benchmarks. If discrepancies are discovered notify the Contracting Officer's Representative (COR) promptly.

B. Maintain existing benchmarks at the sites as indicated on the Drawings or replace at new locations.

C. Existing Utilities and Equipment: The existence and location of underground and other utilities and construction indicated as existing are not guaranteed. Before beginning site work, investigate and verify the existence and location of underground utilities and other construction. Prior to any ground distributing activities the contractors shall call MISS-DIG (811 or 1-800-482-7171 and meet onsite with the COR to locate Site utilities. The Contractor

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3.2 PREPARATION

A. Site Improvements: The Contractor is responsible for all staking, maintaining and replacing of staking, except: The Government will mark existing benchmarks locations on the ground. The Government will establish (one time only) the corners of all buildings and the clearing limits of the on-site septic system drain fields.

B. Existing Utilities: Furnish information necessary to adjust, move, or relocate existing structures, utility poles, lines, services, or other appurtenances located in or affected by construction. Coordinate with local authorities having jurisdiction.

C. Take field measurements as required to fit the Work properly.

3.3 INSTALLATION

A. Locate the Work and components of the Work accurately. Make vertical work plumb and horizontal work level.

B. Install products at the time and under conditions that will produce satisfactory results.

C. Conduct construction operations so that no part of the Work is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy.

D. Anchors and Fasteners: Provide anchors and fasteners as required to withstand stresses, vibration and physical distortion. Anchor each component securely in place, accurately located and aligned with other Work.

E. Adjust operating components for proper operation without binding.

3.4 CORRECTION OF DEFECTIVE WORK

A. Repair or remove and replace defective construction. Restore damaged substrates and finishes.

B. Repairing includes replacing defective parts, refinishing damaged surfaces, touching up with matching materials, and proper adjustment of operating equipment.

C. Remove and replace damaged surfaces that are exposed to view if the surfaces cannot be repaired without visible evidence of repair.

D. Repair components that do not operate properly. Remove and replace operating components that cannot be repaired to operate properly.

E. Remove and replace chipped, scratched, or broken surfaces.

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3.5 CLEANING

A. Maintain the project site and work areas free of waste material and debris.

B. Clean areas where Work is in progress to the level of cleanliness necessary for proper execution of the work.

1. Remove liquid spills promptly.

C. Remove debris from concealed spaces prior to enclosing the space.

D. Clean exposed surfaces and protect as necessary to ensure freedom from damage and deterioration at the time of project completion.

3.6 PROTECTION

A. Protect installed work from soiling and damage.

B. Protective Coverings: Provide appropriate protective coverings for work that might be damaged by subsequent operations. Maintain protective coverings in place until project completion.

END OF SECTION 017000

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SECTION 017700 - CLOSEOUT PROCEDURES

1.1 SUMMARY

A. This Section includes requirements for Contract close out.

B. Substantial Completion is defined as that state when the Contractor has complied with the Contract, except for minor deviations, and the project is sufficiently complete and capable of being occupied and used by the Government for the intended purpose.

1.2 SUBSTANTIAL COMPLETION

A. Preliminary Procedures: Before requesting inspection for Substantial Completion, complete the following.

1. Submit a list to the Contracting Officer (CO), of incomplete items, the value of incomplete construction, and reasons the Work is not complete.

2. Submit operation and maintenance manuals, and As-Built Drawings (redlines).

3. Complete instruction of the Government operation and maintenance personnel.

Discontinue and remove temporary facilities from the site, along with mockups, construction tools, and similar elements.

B. Inspection Procedures: The Contracting Officer (CO) will notify the Contractor of Substantial Completion following an inspection or advise the Contractor of construction that must be completed or corrected before Substantial Completion.

1. The Government will repeat the inspection when requested and when assured that the Work is substantially complete.

2. Results of the completed inspection will form the basis of the requirements for Final Acceptance.

1.3 FINAL ACCEPTANCE

A. Preliminary Procedures: Before requesting inspection for Final Acceptance, complete the following:

1. Submit final payment request with releases and supporting documentation not previously submitted and accepted.

2. Submit an updated final statement accounting for final additional changes to the Contract price.

3. Submit a certified copy of the previous Substantial Completion inspection list of items.

4. Submit specific warranties, workmanship bonds, maintenance agreements, final certifications, and similar documents.

5. Submit record documents and similar final record information.

6. Deliver tools, spare parts, extra stock, and similar items.

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7. Complete final clean-up requirements including touch-up painting of marred surfaces.

B. Final Inspection Procedure: The Government will inspect the Work upon receipt of notice from the Contractor that the Work, including inspection list items from earlier inspections, has been completed, except for items whose completion is delayed under circumstances acceptable to the

CO.

1. Upon completion of inspection, the CO will notify the Contractor of Final Acceptance or will advise the Contractor of Work that it is incomplete or of obligations that have not been fulfilled and are required for Final Acceptance.

1.4 RECORD DOCUMENT SUBMITTALS

A. Record Drawings: Maintain a clean, undamaged set of redline markups of Contract Drawings and Shop Drawings. Mark the set to show the actual installation where the installation varies substantially from the Work as originally shown. Mark the drawing that is most capable of showing conditions fully and accurately. Where Shop Drawings are used, record a cross-reference at the corresponding location on the Contract Drawings. Give particular attention to concealed elements that would be difficult to measure and record at a later date.

B. Record Product Data: Maintain one copy of each Product Data submittal. Note related Change Orders and markup of Record Drawings and Specifications.

1. Mark these documents to show significant variations in actual Work performed in comparison with information submitted. Include variations in products delivered to the site and from the manufacturer’s installation instructions and recommendations.

2. Give particular attention to concealed products and portions of the Work that cannot otherwise be readily determined later by direct observation.

1.5 OPERATION AND MAINTENANCE MANUALS

A. Organize operation and maintenance data in suitable sets of manageable size (2 copies). Bind properly indexed data in individual, heavy-duty, 2-inch (51 mm), 3-ring, vinyl-covered binders, with pocket folders for folded sheet information. Mark appropriate identification on front and spine of each binder. Include the following types of information.

1. Spare parts lists.

2. Copies of warranties.

3. Inspection procedures.

4. Shop Drawings and Product Data.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION

3.1 FINAL CLEANING

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A. Employ experienced workers or professional cleaners for final cleaning. Clean each surface or unit to the condition expected in a normal, commercial cleaning and maintenance program.

Comply with manufacturer’s instructions.

1. Complete the following cleaning operations before requesting inspection for Final Acceptance.

a. Remove labels that are not permanent labels.

b. Clean transparent materials, including mirrors and glass in doors and windows.

Remove glazing compounds and other substances that are noticeable vision-obscuring materials. Replace chipped or broken glass and other damaged transparent materials.

c. Clean exposed exterior and interior hard-surfaced finishes to a dust-free condition, free of stains, films, and similar foreign substances. Restore reflective surfaces to their original condition. Leave concrete floors broom clean. Wipe surfaces of mechanical and electrical equipment. Remove excess lubrication and other substances. Clean plumbing fixtures to a sanitary condition. Clean light fixtures and lamps.

d. Clean the site, including landscape development areas, of rubbish, litter and other foreign substances. Sweep paved areas broom clean, and remove stains, spills, and other foreign deposits. Rake beach areas and other grounds that are neither paved nor planted to a smooth, even-textured surface.

B. Compliance: Do not burn waste materials. Do not bury debris or excess materials on Government property. Do not discharge volatile, harmful, or dangerous materials into drainage systems. Remove waste materials from the site and dispose of it lawfully.

END OF SECTION 017700

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SECTION 033000 - CAST-IN-PLACE CONCRETE

1.1 SECTION REQUIREMENTS

A. Submittals: Product Data concrete mix designs and submittals required by ACI 301.

B. Ready-Mixed Concrete Producer Qualifications: ASTM C 94/C 94M.

PART 2 - PRODUCTS

2.1 PEFORMANCE REQUIREMENTS

A. Comply with ACI 301, "Specification for Structural Concrete," and with ACI 117, "Specifications for Tolerances for Concrete Construction and Materials."

B. ASTM C 31 – Standard Practice for Making and Curing Concrete Test Specimens in the Field, latest edition.

C. ASTM C 39/C 39M - Standard Test Method for Compressive Strength of Cylindrical Concrete latest edition.

D. ASTM C 143/C 143M - Standard Test Method for Slump of Hydraulic-Cement Concrete, latest edition.

E. ASTM C 173/C 173M - Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method

2.2 MATERIALS

A. Reinforcing Bars: ASTM A 615/A, Grade 60 deformed.

B. Plain Steel Wire: ASTM A 82/A 82M, as drawn.

C. Plain-Steel Welded Wire Reinforcement: ASTM A 185/A 185M, as drawn, flat sheet.

D. Portland Cement: ASTM C 150, Type I or II.

E. Silica Fume: ASTM C 1240, amorphous silica.

F. Aggregates: ASTM C 33, Class 5S coarse aggregate or better, graded.

1. Maximum Coarse-Aggregate Size: 1-1/2 inches nominal and shall not be larger than:

a. 1/5 the narrowest dimension between sides of forms, nor

b. 1/3 the depth of slabs, nor

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c. ¾ the minimum clear spacing between individuals reinforcing bars.

G. Air-Entraining Admixture: ASTM C 260.

H. Chemical Admixtures: ASTM C 494, water reducing, high-range water reducing, water reducing and accelerating, and water reducing and retarding. Do not use calcium chloride or admixtures containing calcium chloride.

I. Vapor Retarder: Reinforced sheet, ASTM E 1745, Class A.

J. Moisture-Retaining Cover: ASTM C 171, polyethylene film or white burlap-polyethylene sheet.

K. Clear, Waterborne, Membrane-Forming Curing Compound: ASTM C 309, Type 1, Class B.

L. Clear, Waterborne, Membrane-Forming Curing and Sealing Compound: ASTM C 1315, Type 1, Class A.

M. Joint-Filler Strips: ASTM D 1751, asphalt-saturated cellulosic fiber, or ASTM D 1752, cork or self-expanding cork.

2.3 CONCRETE MIXTURES

A. Prepare design mixtures, proportioned according to ACI 301.

B. Normal-Weight Concrete:

1. Minimum Compressive Strength at Garage Slab, aprons and stoops: 4000 psi at 28 days.

2. Minimum Compressive Strength at Foundation Walls and Footings and other exterior work not listed elsewhere: 3000 psi at 28 days.

3. Maximum Water-Cementitious Materials Ratio: 0.45.

4. Slump Limit: 4 inches, plus or minus 1 inch.

5. Air Content: Maintain within range permitted by ACI 301 Table 4.2.2.4..

Exterior Exposure (aprons, sidewalks, stoops, etc.) 6% (severe exposure) Tolerance plus/minus 1-1/2%

Interior exposure: Less than 3%

C. Measure, batch, mix, and deliver concrete according to ASTM C 94/C 94M and ASTM C 1116.

1. When air temperature is above 90 deg F, reduce mixing and delivery time to 60 minutes.

2.4 SUBMITTALS

A. Concrete mix design. Mix design shall be based on ACI 301 Section 4 Concrete Mixtures.

Submit a copy of the concrete producers certified mix design meeting the above specified parameter. Submittal shall include:

1. Type of cementitious material and admixtures

2. Mixture proportions

3. Maximum size of course aggregate and aggregate description

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4. Test data conforming mix design meets strength requirements

5. If the mix design has been…