GI-Garage_FinalSpecs.pdf

Construction Year 2010

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GRAND ISLAND GARAGE

CONSTRUCTION

SPECIFICATIONS

HIAWATHA NATIONAL FOREST

MUNISING RANGER DISTRICT

MUNISING, MICHIGAN

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TABLE OF CONTENTS

SECTION 011000 - SUMMARY

SECTION 011400 - WORK RESTRICTIONS

SECTION 012700 - UNIT PRICES

SECTION 012800 - MOBILIZATION

SECTION 013050 - DESIGNS

SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION

SECTION 013300 - SUBMITTAL PROCEDURES

SECTION 014000 - QUALITY CONTROL

SECTION 014200 - REFERENCES

SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS

SECTION 015950 - SAFETY AND HEALTH

SECTION 017000 - EXECUTION REQUIREMENTS

SECTION 017700 - CLOSEOUT PROCEDURES

SECTION 033000 - CAST-IN-PLACE CONCRETE

SECTION 061000 - ROUGH CARPENTRY

SECTION 061600 - SHEATHING

SECTION 062000 - FINISH CARPENTRY

SECTION 083613 - SECTIONAL DOORS

DIVISION 09 - FINISHES

SECTION 104416 - FIRE EXTINGUISHERS

SECTION 13121 - PRE-ENGINEERED BUILDING SYSTEMS

DIVISION 23 – ABOVEGROUND TANK SYSTEM

DIVISION 26 - ELECTRICAL

SECTION 311000 - SITE CLEARING

SECTION 312000 - EARTH MOVING

SECTION 329200 - TURF AND GRASSES

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SECTION 011000 - SUMMARY

PART 1 - GENERAL

1.1 PROJECT IDENTIFICATION

A. Project Name and Location: Grand Island Garage Construction:

1. Access to Grand Island is located 1.3 miles west of the blinking light on M-28, in

Munising. An entrance sign marks the location of Powell Point Landing. Daily access for personnel is available through the passenger ferry service operating from Powell Point to Williams Landing from Memorial Day through October. Fares and schedules are adjusted annually. Fares for the ferry service shall be at Contractors expense. Scheduled tug and barge runs are Monday and Friday at 9:30 am from Powell Point to Williams

Landing with an immediate return run. Additional barge and tug runs shall be coordinated with Bud Morrison, (906) 387-3503. Tug and barge service ends on October

10, 2010 and will begin June 6, 2010.

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

1. Clearing and Grubbing

2. Excavation and Grading

3. Road Construction

4. Seeding and Mulching

5. Construction of Garage and incidental construction.

6. Installation of (2) above-ground, 250 gallon Fuel Tanks

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. The Contracting

Officer will designate a Contracting Officers Representative (COR), responsible for the technical on-site administration of the Contract.

1.2 REQUIREMENTS OF THE OFFERER’S PROPOSAL

A. The Government DRAWINGS and SPECIFICATIONS are the basis for this Contract.

B. The Work shall conform to the DRAWINGS as closely as possible. Those products listed in the

SPECIFICATIONS are preferred products, chosen for compatibility, longevity, durability and quality. However, equal or better alternatives submitted by the OFFERER will be considered and are encouraged.

1.3 CONTRACTOR USE OF SITE AND PREMISES

A. Contractor shall provide and pay for all temporary power, water, and toilet facilities.

PART 2 - PRODUCTS (Not applicable)

PART 3 - EXECUTION (Not applicable)

END OF SECTION 011000

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SECTION 011400 - WORK RESTRICTIONS

1.1 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 confine operations to those areas Indicated on the Drawings. Work shall be performed Monday through Friday, 8:00 AM through 6:00 PM. Work on federally recognized holidays is not permitted. Deviations to this work schedule are permitted only by written authorization of the CO.

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

1. Confine operations at the site to areas indicated.

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

3. Repair damage caused by construction operations.

4. Take precautions to protect the public.

5. Space on the premises is available for the Contractor's storage and related activities.

6. 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.

1.2 GOVERNMENT OCCUPANCY

A. The Government will occupy the site during the construction. Cooperate with Government and other Contractors during construction operations to minimize conflicts and facilitate usage.

Perform the Work in a manner that does not interfere with the Government's operations.

PART 2 - PART 2 - PRODUCTS (Not applicable)

PART 3 - PART 3 - EXECUTION (Not applicable)

END OF SECTION 011400

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SECTION 012700 - UNIT PRICES

1.1 SUMMARY

A. A unit price provides an amount proposed by the Contractor and stated on the Schedule of Items as a price per unit of measurement for materials or services.

B. Unit prices include all necessary material and labor costs, overhead, profit, taxes, shipping and other related expenses for the added or deducted work.

1.2 PROCEDURES

A. Measurement: Method of measurement for unit prices is Lump Sum Quantity as defined below:

B. Methods of Measurement:

1. Lump Sum Quantities (LS): These quantities denote one complete unit of work as required by or described in the contract, including all necessary materials, equipment, and labor to complete the job. They will not be measured.

2. Contract Quantities (CQ): The quantity to be paid is the quantity shown in the bid schedule.

PART 2 - PART 2 - PRODUCTS (Not applicable)

END OF SECTION 012700

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SECTION 012800 - MOBILIZATION

1.1 SUMMARY

A. Move personnel, equipment, material, and incidentals to the project, and perform all activities necessary to accomplish the work at the project site. Obtain permits, insurance, and bonds.

PART 2 - PRODUCTS (Not applicable)

PART 3 - EXECUTION (Not applicable)

PART 4 - MEASUREMENT & PAYMENT

A. Measurement: Measurement will be lump sum:

B. Payment: The accepted quantity, measured as provided above, will be paid at the contract price per unit of measurement for the PAY ITEM listed below that is DESIGNATED IN THE

SCHEDULE OF ITEMS. The Mobilization lump sum will be paid as follows:

1. If applicable, bond premiums will be reimbursed according to FAR clause 52.232-5, Payment Under Fixed-Price Construction Contracts, after receipt of evidence of payment.

2. Fifty percent of the lump sum, not to exceed 5 percent of the original contract amount, will be paid following completion of 5% of the original contract amount, not including

Mobilization.

3. Payment of the remaining portion of the lump sum, up to 10 percent of the original contract amount, will be paid following completion of 10 percent of the original contract amount, not including Mobilization.

4. Any portion of the lump sum in excess of 10 percent of the original contract amount will be paid after final acceptance.

END OF SECTION 012800

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SECTION 013050 - DESIGNS

1.1 SUMMARY

A. The Government has furnished a partial design for this project. Electronic copies of the Project

Design will be furnished to the Contractor. Drawings are in AutoCAD Version 2008 and

Specifications are in Microsoft Word.

B. Architectural details, site design details, structural engineering design details, Shop Drawings, HVAC, fire protection (no sprinkler system is required), plumbing and electrical engineering designs are required of the Contractor. The Contractor shall complete all necessary engineering and architectural designs and submit to the Government for review and approval. The

Contractor may propose alterations to the Government Drawings and Specifications, consistent with the Government’s needs. The Contractor shall submit copies of all supporting documents, including design calculations.

C. The Government will review all Contractor design submittals to ensure consistency with

Government’s designs and return to the Contractor within 15 days. Refer to Section 1330, Submittal Procedures.

D. The Government will resolve any design differences in accordance with the Contract. The

Contract includes the Contractor’s final approved PROPOSAL.

E. Engineering designs shall be prepared by State licensed professional architects and engineers and shall be sealed in accordance with State and Federal standards.

F. Designs and construction shall comply with applicable codes and standards referred in Section

014200.

G. Final design details and any proposed revisions are subject to Government approval.

1.2 ARCHITECTURAL DESIGNS

A. The Government has furnished a general architectural design for this project. The Contractor is expected to provide design details. Minor revisions to the Government’s design to fully integrate all the necessary components of the finished building may be necessary.

1.3 CIVIL ENGINEERING SITE DESIGNS

A. The Government has furnished a site and landscaping design for this project. The Contractor may need to provide design details to complete this portion of the work.

1.4 ELECTRICAL DESIGNS

A. The Contractor shall provide the electrical engineering design for the buildings. The Drawings show and Specifications describe some of the electrical components required. Designs shall be in conformance with the NEC.

PART 2 - PART 2 - PRODUCTS (Not Applicable)

PART 3 - PART 3 - EXECUTION (Not Applicable)

END OF SECTION 013050

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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.

1.3 CONSERVATION

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

1.4 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.

1.5 CONFERENCES AND MEETINGS

A. Pre-construction Conference: The Contracting Officer will schedule a pre-construction conference before starting construction with the Contractor and will review responsibilities and personnel assignments in accordance with FAR 52.236-26

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

CO will coordinate meetings with Contractors in preparation of the payment request in accordance with FAR 52.232-5.

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.

2. Schedule Updating: If the progress of the work falls behind the approved Contractor’s

Construction Schedule, the Contractor shall submit a supplementary schedule for approval by the Contracting Officer in accordance with FAR 52.236-15.

1.6 SUBMITTALS

A. Staff Names: Within 3 calendar days before Notice to Proceed, submit name of the

Superintendent and other primary personnel.

B. Construction Schedules shall be submitted as directed in FAR 52.236-15, Schedules for

Construction.

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.

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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. Adjust and lubricate operable components to assure operability without damage.

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 and FAR 52.236-21 include requirements for Shop Drawings, as defined by FAR

52.236-21 and Designs. Shop drawings and Designs may include drawings, specifications, diagrams, layouts, schematics, descriptive literature, illustrations, schedules, performance and test data furnished by the Contractor to explain in detail specific portions of the work required by the Contract.

B. This section includes requirements for Samples. Samples may include mailed samples, field samples or mock-ups of full-size physical examples erected on-site or elsewhere.

C. This section includes requirements for Product Data. Product Data includes manufacturer's standard catalogs, pamphlets and other printed materials, and includes but is not limited to the following: product specifications and installation instructions, color charts and catalog cuts, rough-in diagrams and templates, wiring diagrams, performance curves, operational range diagrams, mill reports, test reports and code approvals

D. This section includes other quality assurance submittals such as certifications of compliance or conformance, manufacturer's instructions and field reports, and mix designs.

1.2 GENERAL SUBMITTAL REQUIREMENTS

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

1. Allow 15 days for submittal review, corrections following the initial review and re-submittal review before activities scheduled after the submittal approval.

2. Incomplete submittals will be returned to the Contractor with no further review. Delays due to incomplete or rejected submittals will not be excused.

B. Submittal Transmittal: Transmit each submittal from the Contractor to the Government by use of a transmittal form. Transmittal format to be approved by CO, and can include the following information on the transmittal form.

1. Project name and number.

2. Date.

3. Name, address and telephone number of firm or entity that prepared the submittal

4. Names of subcontractor, manufacturer and supplier, as applicable.

5. Category and description of submittal.

6. Certification by Contractor stating that submittal complies with the Contract, or statement of deviations from the requirements of the Contract.

7. Signature of transmitter.

8. Space to record Contractor's review and approval markings, and for Government action.

1.3 SHOP DRAWINGS AND DESIGNS

A. Submit originally prepared information, drawn accurately to scale.

B. Submittals: One print will be marked with action taken and returned. Distribution: When submittal is approved, the Contractor shall prepare and submit three final copies.

C. Drawings shall be done in AutoCAD format. Upon final approval the drawings shall be sent on a CD to the Government.

D. Specifications shall be done in Microsoft Word format and a copy sent on a CD to the

Government.

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1.4 PRODUCT DATA

A. Collect Product Data into a single submittal for each system or element of construction. Mark each copy to show specific product choices and options applicable to the project. Product Data shall include the following information, where applicable:

1. Manufacturer's printed recommendations.

2. Compliance with recognized trade association standards.

3. Compliance with recognized testing standards.

4. Applicability of testing agency labels and seals.

5. Notation of dimensions verified for fit by field measurements.

6. Notation of coordination requirements.

B. Preliminary Submittal: Prior to submittal of complete Product Data, submit a preliminary single copy of that part of Product Data when selection of options is required, such as for color charts.

Preliminary submittal will be returned, with selection noted, for the Contractor's use in subsequent submittals.

C. Submittals: Unless otherwise indicated, submit 3 copies of each Product Data submittal. Two copies will be retained, and the remaining copy will be marked with action taken and returned.

D. Material and Product substitution shall be in accordance with FAR 52.211-6.

1.5 SAMPLES

A. Submit full-size, fully fabricated samples, cured and finished in the manner specified. Samples shall be physically identical to the material or product proposed for use.

B. Preliminary Submittal: Where color, pattern, texture or similar characteristics are to be selected from a manufacturer's range of standard choices, submit a preliminary single set sample of available choices when required by the CO.

1.6 OTHER QUALITY ASSURANCE SUBMITTALS

A. Submit other quality assurance submittals in compliance with requirements in the individual specification sections.

1.7 REVIEW ACTION ON SUBMITTALS

A. Except for submittals for the record or for information or for another purpose where no action and return is required, the Government will review submittals and mark returned copies to indicate action taken within a maximum time period of 15 days.

B. Submittals that do not contain an appropriate marking of approval by the Government shall not be used for construction.

PART 2 - PART 2 - PRODUCTS (Not applicable)

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. This section includes requirements for quality control services: bedding gradation tests, water tests, and concrete cylinder, slump and air tests.

C. Requirements for the Contractor to provide quality control services required by the Contracting Officer or authorities having jurisdiction are not limited by the provisions of this section.

1.2 RESPONSIBILITIES

A. 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 (Testing Agency) to perform the quality control services.

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

E. The 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.

F. The Contractor and or/Testing Agency shall notify within 1 business day of any deficient tests.

1.3 SUBMITTALS

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

PART 2 - PRODUCTS

A. Testing of Concrete Slab. See Division 03.

PART 3 - EXECUTION (Not applicable)

END OF SECTION 014000

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SECTION 014200 - REFERENCES

1.1 DEFINITIONS

A. General Explanation: Specification language often includes terms that are defined elsewhere in the Contract including the Construction Clauses. Certain terms are defined in this section.

These definitions or explanations are not necessarily complete or exclusive, but are general for the Work and may be explained more explicitly in other sections.

B. "General Conditions" refer collectively to the Construction Contract Clauses, Labor Standards and the U.S. Department of Labor Wage Decision bound into the specifications.

C. "Indicated" refers to graphic representations, notes or schedules on the Drawings, or to requirements elsewhere in the Specifications or other Contract Documents. Terms such as

"shown", "noted", "scheduled" and "specified" have the same meaning as "indicated" and are used to further help locate the reference, but no limitation on location is intended except as specifically stated.

D. Where "directed", "authorized", "selected", "approved", or a similar term is used in conjunction with the Contractor's submittals, applications, requests and other activities, and the specifications state that an individual other than the Contracting Officer (CO) shall provide this action, it is understood that only the CO has this authority unless the individual stated is so authorized in writing by the CO.

1. When the individual is so authorized by the CO, the Contractor may still appeal the action to the CO.

2. The CO’s decision will be final.

3. In no case shall the CO action be interpreted as releasing the Contractor from responsibility to fulfill the requirements of the Contract.

E. "Regulations" include laws, ordinances, statutes and lawful orders issued by authorities having jurisdiction, as well as rules, conventions and agreements within the construction industry that control performance of the Work.

F. "Project site" refers to the space available to the Contractor for performance of the Work, either exclusively or in conjunction with others performing other work.

G. "Furnish" means to supply and deliver to the Project site, ready for unloading, unpacking, assembling, installation and similar operations.

H. "Install" describes operations at the Project site, including unloading, temporary storage, unpacking, assembling, erecting, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning and similar operations.

I. "Provide" means to furnish and install, complete in place and ready for full use.

J. "Cutting" refers to removal of material by cutting, sawing, drilling, breaking, chipping, grinding, excavating and similar operations.

K. "Patching" refers to restoration of a surface to its original completed condition by filling, repairing, refinishing, closing and similar operations.

L. "Installer" is the Contractor or another entity engaged by the Contractor, either directly or indirectly through subcontracting, to perform a particular construction operation at the Project site, including installation, erection, application and similar operations. Installers shall be skilled in the operations they perform.

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M. "Testing agency" or "testing laboratory" is an independent entity engaged to perform specific inspections or tests, either at the Project site or elsewhere, and to report the results of those inspections and tests.

N. "Notice to Proceed" is the CO’s notification by letter to the Contractor to proceed with the

Contract, activating the time period for construction and establishing the completion date.

1.2 CODES AND STANDARDS

A. Applicability of Standards: Unless the Contract includes more stringent requirements, applicable construction industry standards have the same force and effect, to the extent referenced, as if bound or copied directly into the Contract. Such standards are made a part of the Contract by reference.

B. Codes: The Work shall be performed in compliance with the latest editions of the following codes: and standards:

1. IBC, IMC, IPC, NEC

2. FSH 7309.11,

3. Energy Conservation Standards for New Federal Commercial and Multi-Family High-

Rise Residential Buildings and New Federal Buildings(10 CFR Parts 433, 434, and 435),

4. USDA Sustainable Building Implementation Plan,

5. National Fire Protection Association (NFPA) Codes

6. Accessibility Guidelines and Standards, ABA

7. Built Environment Image Guide,

8. USDA Physical Security Handbook,

9. International Code Council, C. Conflicting Requirements. Where compliance with two or more standards is specified, comply with the most stringent requirement. Refer uncertainties, and requirements that are different but apparently equal, to the CO in writing for a decision before proceeding.

D. Abbreviations: Names and titles of standards are frequently abbreviated. Abbreviations and acronyms used in the Contract mean the recognized name of a trade association, standards-producing organization, authority having jurisdiction or other entity applicable to the context of the particular provision. Except as otherwise indicated, refer to the current editions of the following publications for abbreviations:

1. "Encyclopedia of Associations: National Organizations of the U.S.", published by Gale

Research.

2. "National Trade and Professional Associations of the United States", published by

Columbia Books.

3. "Means Illustrated Construction Dictionary - New Unabridged Edition" published by R.S.

Means Company, Inc.

PART 2 - PRODUCTS (Not applicable)

PART 3 - EXECUTION (Not applicable)

END OF SECTION 014200

http://fsweb.mtdc.wo.fs.fed.us/everyday_hazmat/nfpacodes.htm http://fsweb.mtdc.wo.fs.fed.us/toolbox/acc/acc04.htm http://fsweb.wo.fs.fed.us/eng/facilities/beig.htm http://www.hqnet.usda.gov/physicalsecurity/manual.htm http://www.iccsafe.org/

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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 activities in accordance with this specification and FAR 52.236-10.

B. Provide a self-contained toilet on site for use by the Government and Contractor.

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

1.2 UTILITY USE CHARGES

A. The Contractor shall pay utility service and use charges for temporary utilities used by all entities engaged in construction activities at the Project site as described in FAR 52.236-14.

1.3 QUALITY ASSURANCE

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

B. Inspections: Arrange for authorities having jurisdiction to inspect and test each temporary utility before use. Obtain required certifications and permits.

PART 2 - PRODUCTS

2.1 EQUIPMENT

A. Self-Contained Toilet Units: Temporary single-occupant toilet units for use by all construction personnel. Units shall be properly vented and fully enclosed with a glass-fiber-reinforced polyester shell or similar nonabsorbent material.

B. Fire Extinguishers: Hand-carried portable UL-rated fire extinguishers shall be Class A extinguishers for temporary offices and similar spaces.

PART 3 - EXECUTION

3.1 TEMPORARY UTILITIES

A. Temporary Electric Power Service, Heating and Lighting: Provide to offices and as needed.

B. Temporary Heat and Ventilation: Provide temporary heat and ventilation required, including curing or drying completed installations and protecting construction from adverse effects of low temperatures and high humidity. Protect personnel from fumes and other harmful effects.

3.2 TEMPORARY SUPPORT FACILITIES

A. Temporary Enclosures: Provide temporary enclosures for protection of construction.

B. Collection and Disposal of Waste: Collect waste daily and dispose of material lawfully.

3.3 OPERATION, TERMINATION, AND REMOVAL

A. Maintenance: Maintain facilities in good operating condition until removal.

B. Prior to project completion, replace clean and restore permanent facilities used during the construction period.

END OF SECTION 015000

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SECTION 015950 - SAFETY AND HEALTH

1.1 SUMMARY

A. References: In addition to publications referenced in the Contract and FAR 52.236-13, the following Code of Federal Regulations (CFR) publications designate and define hazardous materials and conditions, and establish procedures for handling these materials and conditions.

1. 29 CFR, Part 1910: Occupational Safety and Health Administration (OSHA) General

Industry and Health Standards.

2. 29 CFR, Part 1926: OSHA Construction Industry Standards.

3. 40 CFR, Part 61: National Emission Standards for Hazardous Air Pollutants.

4. 40 CFR, Part 261: Environmental Protection Agency (EPA) Characteristics of

Hazardous Waste.

5. 40 CFR, Part 761, EPA Polychlorinated Biphenyls (PCBs), Manufacturing, Processing, Distribution in Commerce and Use Prohibitions.

B. Acquisition of Publications: Referenced CFR publications may be purchased from the

Superintendent of Documents, U.S. Government Printing Office, Washington, D.C. 20402.

1.2 SAFETY MEETING

A. Prior to commencing construction, representatives of the Contractor, including the

Superintendent, shall meet with the Government to review the Contract's safety and health requirements.

B. The Contractor's safety and health program shall be reviewed, and implementation of safety and health provisions pertinent to the Work shall be discussed.

1.3 COMPLIANCE WITH REGULATIONS

A. Contractor Responsibility: The Contractor shall assume full responsibility and liability for compliance with all applicable codes, standards and regulations pertaining to the health and safety of personnel during execution of the Work. The Contractor shall have written safety and health programs in compliance with 29 CFR Parts 1910 and 1926.

1.4 SUBMITTALS

A. Safety and Health Programs: The Contractor shall submit, for approval, copies of the project safety and health programs, as applicable to the work scope, or required as a result of the safety meeting, including but not necessarily limited to the following:

1. Occupational Noise Exposure.

2. Fall Protection.

3. Personnel Protective Equipment.

4. Control of Hazardous Energy.

5. Electrical Safety Related Work Practices.

6. Lead.

7. Respirator Protection.

8. Confined spaces.

PART 2 - PRODUCTS

2.1 PERSONNEL PROTECTIVE EQUIPMENT

A. Special facilities, devices, equipment and similar items used by the Contractor in execution of the Work shall comply with 29 CFR Part 1910, Subpart I and other applicable regulations.

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PART 3 - EXECUTION

3.1 EMERGENCY SUSPENSION OF WORK

A. In accordance with FAR 52.236-13, when the Contractor is notified by the Government, of non-compliance with safety or health provisions of the Contract, the Contractor shall immediately, correct the unsafe or unhealthy condition. In accordance with FAR 52.236-14 if the Contractor fails to comply promptly, all or part of the Work will be stopped by Government notice. The

Contractor shall not be allowed any extension of time or compensation for damages in connection with a work stoppage for unsafe or unhealthy conditions.

3.2 PROTECTION OF PERSONNEL

A. The Contract shall take all necessary precautions to prevent injury to the public, occupants, or damage to property of others.

3.3 ENVIRONMENTAL PROTECTION

A. Dispose of solid, liquid and gaseous contaminants in accordance with local codes, laws, ordinances and regulations.

B. Comply with applicable federal, state and local noise control laws, ordinances and regulations, including but not limited to 29 CFR 1910.95 and 29 CFR 1926.52.

END OF SECTION 015950

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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 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.

B. 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 CO shall be immediately notified of conflicts between manufacturer’s instructions and the Contract.

C. Minimum Quality and Quantity: The quality level or quantity shown or specified shall be the minimum required for the Work. 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 CO 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.

3.2 PREPARATION

A. Site Improvements: The Contractor is responsible for all staking, maintaining and replacing of staking.

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.

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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. 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.

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.

C. Remove liquid spills promptly.

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

E. 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.

1.2 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.

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.

1.3 RECORD DOCUMENT SUBMITTALS

A. Record Drawings: Maintain a clean, undamaged set 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.

1.4 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. Emergency instructions.

2. Spare parts lists.

3. Copies of warranties.

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4. Wiring diagrams.

5. Inspection procedures.

6. Shop Drawings and Product Data.

1.5 UTILITY LINES SITE PLAN

A. Provide an accurately dimensioned site plan showing survey location and elevation of all utility lines, including valves, connections and changes in direction, as installed under the Contract within property lines and outside of building walls.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION

3.1 CLOSEOUT PROCEDURES

A. Operation and Maintenance Instructions: Arrange for each Installer of equipment that requires regular maintenance to meet with the Government’s personnel to provide instruction in proper operation and maintenance. Provide instruction by manufacturer’s representatives or installers.

Include the following:

1. Maintenance manuals.

2. Record documents.

3. Identification systems.

4. Control sequences.

5. Hazards.

6. Warranties and bonds.

B. As part of instruction for operating equipment, demonstrate the following procedures to site maintenance personnel:

1. Startup.

2. Shutdown.

3. Emergency operations.

4. Safety procedures.

3.2 FINAL CLEANING

A. 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 SUMMARY

A. Section includes cast-in-place concrete, including formwork, reinforcement, concrete materials, mixture design, placement procedures, and finishes.

B. Related Sections:

1. Division 31 Section "Earth Moving" for drainage fill under slabs-on-grade.

1.2 SUBMITTALS

A. Product Data: For each type of product indicated.

B. Design Mixtures: For each concrete mixture.

C. Steel Reinforcement Shop Drawings: Placing drawings that detail fabrication, bending, and placement.

D. Formwork Shop Drawings: Prepared by or under the supervision of a qualified professional engineer detailing fabrication, assembly, and support of formwork.

E. Welding certificates.

F. Material certificates.

G. Material test reports.

H. Floor surface flatness and levelness measurements.

1.3 QUALITY ASSURANCE

A. Manufacturer Qualifications: A firm experienced in manufacturing ready-mixed concrete products and that complies with ASTM C 94/C 94M requirements for production facilities and equipment.

1. Manufacturer certified according to NRMCA's "Certification of Ready Mixed Concrete

Production Facilities."

B. Testing Agency Qualifications: An independent agency, acceptable to authorities having jurisdiction, qualified according to ASTM C 1077 and ASTM E 329 for testing indicated.

C. Welding Qualifications: Qualify procedures and personnel according to AWS D1.4/D 1.4M, "Structural Welding Code - Reinforcing Steel."

D. ACI Publications: Comply with the following unless modified by requirements in the Contract

Documents:

1. ACI 301, "Specifications for Structural Concrete," Sections 1 through 5.

2. ACI 117, "Specifications for Tolerances for Concrete Construction and Materials."

E. Concrete Testing Service: Engage a qualified independent testing agency to perform material evaluation tests and to design concrete mixtures.

PART 2 - PRODUCTS

2.1 FORM-FACING MATERIALS

A. Rough-Formed Finished Concrete: Plywood, lumber, metal, or another approved material.

Provide lumber dressed on at least two edges and one side for tight fit.

2.2 STEEL REINFORCEMENT

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

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B. Plain-Steel Welded Wire Reinforcement: ASTM A 185/A 185M, plain, fabricated from as-drawn steel wire into flat sheets.

C. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening reinforcing bars and welded wire reinforcement in place. Manufacture bar supports from steel wire, plastic, or precast concrete according to CRSI's "Manual of Standard Practice.

2.3 CONCRETE MATERIALS

A. Cementitious Material: Use the following cementitious materials, of the same type, brand, and source, throughout Project:

1. Portland Cement: ASTM C 150, Type I,.

B. Normal-Weight Aggregates: ASTM C 33, graded.

1. Maximum Coarse-Aggregate Size: 1 inch nominal.

2. Fine Aggregate: Free of materials with deleterious reactivity to alkali in cement.

C. Water: ASTM C 94/C 94M and potable.

2.4 ADMIXTURES

A. Air-Entraining Admixture: ASTM C 260.

B. Chemical Admixtures: Do not use calcium chloride or admixtures containing calcium chloride.

2.5 CURING MATERIALS

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

2.6 RELATED MATERIALS

A. Expansion- and Isolation-Joint-Filler Strips: ASTM D 1751, asphalt-saturated cellulosic fiber or ASTM D 1752, cork or self-expanding cork.

2.7 CONCRETE MIXTURES

A. Prepare design mixture for strength of concrete, proportioned on the basis of laboratory trial mixture or field test data, or both, according to ACI 301.

B. Proportion normal-weight concrete mixture as follows:

1. Minimum Compressive Strength: 4500 psi at 28 days.

2. Maximum Water-Cementitious Materials Ratio: 0.45.

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

4. Air Content: Do not allow air content of trowel-finished floors to exceed 3 percent.

PART 3 - EXECUTION

3.1 FABRICATING REINFORCEMENT

A. Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice."

3.2 CONCRETE MIXING

A. Ready-Mixed Concrete: Measure, batch, mix, and deliver concrete according to

ASTM C 94/C 94M and ASTM C 1116/C 1116M, and furnish batch ticket information.

1. When air temperature is between 85 and 90 deg F, reduce mixing and delivery time from

1-1/2 hours to 75 minutes; when air temperature is above 90 deg F, reduce mixing and delivery time to 60 minutes.

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3.3 FORMWORK

A. Design, erect, shore, brace, and maintain formwork, according to ACI 301, to support vertical, lateral, static, and dynamic loads, and construction loads that might be applied, until structure can support such loads.

B. Construct formwork so concrete members and structures are of size, shape, alignment, elevation, and position indicated, within tolerance limits of ACI 117.

C. Chamfer exterior corners and edges of permanently exposed concrete.

3.4 EMBEDDED ITEMS

A. Place and secure anchorage devices and other embedded items required for adjoining work that is attached to or supported by cast-in-place concrete. Use setting drawings, templates, diagrams, instructions, and directions furnished with items to be embedded.

3.5 STEEL REINFORCEMENT

A. General: Comply with CRSI's "Manual of Standard Practice" for placing reinforcement.

1. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder before placing concrete.

3.6 JOINTS

A. General: Construct joints true to line with faces perpendicular to surface plane of concrete.

B. Construction Joints: Install so strength and appearance of concrete are not impaired, at locations indicated or as approved by CO.

C. Contraction Joints in Slabs-on-Grade: Form weakened-plane contraction joints, sectioning concrete into areas as indicated. Construct contraction joints for a depth equal to at least one-fourth of concrete thickness as follows:

1. Grooved Joints: Form contraction joints after initial floating by grooving and finishing each edge of joint to a radius of 1/8 inch. Repeat grooving of contraction joints after applying surface finishes. Eliminate groover tool marks on concrete surfaces.

2. Sawed Joints: Form contraction joints with power saws equipped with shatterproof abrasive or diamond-rimmed blades. Cut 1/8-inch- wide joints into concrete when cutting action will not tear, abrade, or otherwise damage surface and before concrete develops random contraction cracks.

D. Isolation Joints in Slabs-on-Grade: After removing formwork, install joint-filler strips at slab junctions with vertical surfaces, such as column pedestals, foundation walls, grade beams, and other locations, as indicated.

3.7 CONCRETE PLACEMENT

A. Before placing concrete, verify that installation of formwork, reinforcement, and embedded items is complete and that required inspections have been performed.

B. Notify Government not less than 24 hours prior to commencement of placement operations.

C. Deposit concrete continuously in one layer or in horizontal layers of such thickness that no new concrete will be placed on concrete that has hardened enough to cause seams or planes of weakness. If a section cannot be placed continuously, provide construction joints as indicated.

Deposit concrete to avoid segregation.

1. Consolidate placed concrete with mechanical vibrating equipment according to ACI 301.

D. Cold-Weather Placement: Comply with ACI 306.1.

E. Hot-Weather Placement: Comply with ACI 301.

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3.8 FINISHING FORMED SURFACES

A. Rough-Formed Finish: As-cast concrete texture imparted by form-facing material with tie holes and defects repaired and patched. Remove fins and other projections that exceed specified limits on formed-surface irregularities.

1. Apply to concrete surfaces not exposed to public view.

B. Smooth-Formed Finish: As-cast concrete texture imparted by form-facing material, arranged in an orderly and symmetrical manner with a minimum of seams. Repair and patch tie holes and defects. Remove fins and other projections that exceed specified limits on formed-surface irregularities.

1. Apply to concrete surfaces exposed to public view.

C. Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar unformed surfaces adjacent to formed surfaces, strike off smooth and finish with a texture matching adjacent formed surfaces. Continue final surface treatment of formed surfaces uniformly across adjacent unformed surfaces unless otherwise indicated.

3.9 FINISHING FLOORS AND SLABS

A. General: Comply with ACI 302.1R recommendations for screeding, restraightening, and finishing operations for concrete surfaces. Do not wet concrete surfaces.

B. Trowel and Fine-Broom Finish: Apply a first trowel finish to slab surface. While concrete is still plastic, slightly scarify surface with a fine broom.

1. Comply with flatness and levelness tolerances for trowel-finished floor surfaces.

C. Broom Finish: Apply a broom finish to exterior concrete platforms, steps, ramps, and elsewhere as indicated.

3.10 CONCRETE PROTECTING AND CURING

A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. Comply with ACI 306.1 for cold-weather protection and ACI 301 for hot-weather protection during curing.

B. Evaporation Retarder: Apply evaporation retarder to unformed concrete surfaces if hot, dry, or windy conditions cause moisture loss approaching 0.2 lb/sq. ft. x h before and during finishing operations. Apply according to manufacturer's written instructions after placing, screeding, and bull floating or darbying concrete, but before float finishing.

C. Cure concrete according to ACI 308.1, by one or a combination of the following methods:

1. Curing Compound: Apply uniformly in continuous operation by power spray or roller according to manufacturer's written instructions. Recoat areas subjected to heavy rainfall within three hours after initial application.