Attachment 4 - SoW-Specs - Southern Point Toilet Replacement.pdf

HARDIN RIDGE RECREATION AREA

SOUTHERN POINT SHOWER/TOILET REPLACEMENT

TABLE OF CONTENTS TOC - 1

Division Section Title

SPECIFICATIONS GROUP TABLE OF CONTENTS

General Requirements Subgroup

DIVISION 01 - GENERAL REQUIREMENTS

011000 SUMMARY

012200 UNIT PRICES

013100 PROJECT MANAGEMENT AND COORDINATION

014000 QUALITY REQUIREMENTS

014200 015000 015950

REFERENCES

TEMPORARY FACILITIES AND CONTROLS

SAFETY AND HEALTH

017300 EXECUTION

017700 CLOSEOUT PROCEDURES

Facility Construction Subgroup

DIVISION 02 - EXISTING CONDITIONS

024116 STRUCTURE DEMOLITION

DIVISION 03 - CONCRETE

033000 CAST-IN-PLACE CONCRETE

DIVISION 04 - MASONRY

042000 UNIT MASONRY

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

061000 ROUGH CARPENTRY

061753 SHOP-FABRICATED WOOD TRUSSES

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

073113 ASPHALT SHINGLES

074600 079200

SIDING

JOINT SEALANTS

DIVISION 08 - OPENINGS

082210 FIBERGLASS REINFORCED DOOR AND FRAME SYSTEM

084523 FIBERGLASS-SANDWICH-PANEL ASSEMBLIES

086250 TUBULAR DAYLIGHTING DEVICE

087111 DOOR HARDWARE

089000 LOUVERS AND VENTS

DIVISION 09 - FINISHES

092900 GYPSUM BOARD

099113 EXTERIOR PAINTING

099123 INTERIOR PAINTING

099419 MULTICOLOR INTERIOR FINISHING

TABLE OF CONTENTS TOC - 2

DIVISION 10 - SPECIALTIES

102113 TOILET COMPARTMENTS

102800 TOILET, BATH, AND LAUNDRY ACCESSORIES

Facility Services Subgroup

DIVISION 22 - PLUMBING

220523 GENERAL-DUTY VALVES FOR PLUMBING PIPING

221113 FACILITY WATER DISTRIBUTION PIPING

221116 221123

DOMESTIC WATER PIPING

DOMESTIC WATER PUMPS

221316 221319

SANITARY WASTE AND VENT PIPING

SANITARY WASTE PIPING SPECIALTIES

221353 FACILITY MANHOLES

223300 ELECTRIC, DOMESTIC-WATER HEATERS

224000 PLUMBING FIXTURES

DIVISION 23 - HEATING VENTILATING AND AIR CONDITIONING

233423 HVAC POWER VENTILATORS

DIVISION 26 - ELECTRICAL

260500 COMMON WORK RESULTS FOR ELECTRICAL

260923 LIGHTING CONTROL DEVICES

262816 ENCLOSED SWITCHES AND CIRCUIT BREAKERS

265100 INTERIOR LIGHTING

Site and Infrastructure Subgroup

DIVISION 31 - EARTHWORK

311000 SITE CLEARING

312000 EARTH MOVING

312513 EROSION AND SEDIMENTATION CONTROL

DIVISION 32 - EXTERIOR IMPROVEMENTS

329200 TURF AND GRASSES

END OF TABLE OF CONTENTS

SUMMARY 011000 - 3

SECTION 011000 - SUMMARY

PART 1 - GENERAL

1.1 SUMMARY OF WORK

A. Project: Hardin Ridge Recreation Southern Point Shower/Toilet Building Replacement is located approximately 11 miles south of Bloomington, Indiana off SR 446. Turn west on Chapel Hill Road, travel approximately 1.5 miles to entrance of HRRA (Hardin Ridge Recreation Area).

B. Owner: USDA Forest Service – Hoosier National Forest

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

1. Demolish and remove existing wood stud shower toilet building of approximately 654 square feet. Demolish and remove existing sidewalks of approximately 1005 square feet.

2. Construction of concrete block shower toilet building of approximately 1178 square feet.

3. Provide all utility connections to new building and relocating of existing utilities if needed.

4. Miscellaneous site and finishing work around new shower toilet building. To include approximately 500 square feet of new sidewalk.

5. Connect current electrical circuit the adjacent HOST Site in existing toilet/shower building to the new toilet/shower building as noted on the drawings.

D. 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 Officers Representative (COR).

PART 2 - WORK RESTRICTIONS

2.1 Contractor's 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. Notify COR not less than 14 days in advance of proposed utility interruptions.

C. During the construction period, the campground shall be kept open.

D. Contractor shall be responsible for all personal and construction waste material and shall supply their own waste receptacle.

SUMMARY 011000 - 4

E. 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 space and time requirements for storage of material and equipment on site.

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.

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 removed from the site.

Storage or sale of excess salvageable materials and equipment is not permitted on site.

6. Contractor may use vault toilet facilities and on-site power and water if available.

PART 3 - PRODUCTS (Not Applicable)

PART 4 - EXECUTION (Not Applicable)

END OF SECTION 011000

UNIT PRICES 012200 - 5

SECTION 012200 - UNIT PRICES

PART 1 - GENERAL

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, taxes, shipping and other related expenses for the added or deducted work.

1.2 PROCEDURES

A. Measurement: Method of measurement for each unit price is specified in the specification section applicable to the work.

B. Verification: The Government reserves the right to reject the Contractor's measurement of work in place that involves use of an established unit price, and to have this work measured, at the Government's expense, by an independent surveyor acceptable to the Contractor.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Applicable)

END OF SECTION 012200

PROJECT MANAGEMENT AND COORDINATION 013100 - 6

SECTION 013100 - PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following:

1. Coordination Drawings.

2. Project meetings.

3. Requests for Interpretation (RFIs).

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 SPILL AND EROSION CONTROL

A. Spill and Erosion Control Plans: Develop plans to minimize erosion. 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 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.

PROJECT MANAGEMENT AND COORDINATION 013100 - 7

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.

1.7 SUBMITTALS

A. Spill and Erosion Control Plans shall be submitted within 10 calendar days after commencement of construction.

B. Staff Names: Within 10 calendar days after commencement of construction, 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.

C. 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.

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

QUALITY REQUIREMENTS 014000 - 8

SECTION 014000 - QUALITY REQUIREMENTS

PART 1 - GENERAL

1.1 SUMMARY

A. This section, FAR 52.246-1 and FAR 52.246-12 include within 10 calendar days 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, water line pressure tests, drain rock and sand gradation tests, and water quality tests.

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

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.

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

QUALITY REQUIREMENTS 014000 - 9

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 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.

C. Permits, Licenses, and Certificates: For the Government's records, submit copies of permits, licenses, certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee payments, judgments, correspondence, records, and similar documents, established for compliance with standards and regulations bearing on performance of the Work.

D. Manufacturer Products: The Contractor shall submit (1) one manufacturer product submittal to the Government for approval or rejection for the Government to keep. The Contractor shall submit as many other copies of manufacturer product submittals as needed by the Contractor to be return to the contractor for approval or rejection.

PART 2 - PRODUCTS (Not Applicable)

END OF SECTION 014000

REFERENCES 014200 - 10

SECTION 014200 - REFERENCES

PART 1 - GENERAL

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’s 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.

REFERENCES 014200 - 11

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.

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: UMC, NEC, IBC and UPC.

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, and 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.

E. Abbreviations: Names and titles of standards are frequently abbreviated.

Abbreviations and acronyms used in the Contract mean the associated names. The following names may be referenced in the Contract:

REFERENCES 014200 - 12

1. AASHTO - American Association of State Highway and Transportation

2. ACI - American Concrete Institute

3. ADA – Americans with Disabilities Act

4. ADAAG – Americans with Disabilities Act Accessibility Guidelines

5. AI - Asphalt Institute

6. AISC - American Institute of Steel Construction

7. AITC - American Institute of Timber Construction

8. ALSC – American Lumber Standard Committee

9. ANSI - American National Standards Institute

10. ASME – American Society of Mechanical Engineers International

11. ASTM - American Society for Testing and Materials

12. AWPA - American Wood-Preservers' Association

13. AWS - American Welding Society

14. AWWA - American Water Works Association

15. CABO - Council of American Building Officials

16. CFR - Code of Federal Regulations

17. CRSI - Concrete Reinforcing Steel Institute

18. CS - Commercial Standard (U.S. Dept. of Commerce)

19. CSI - Construction Specifications Institute

20. DOT – Department of Transportation

21. EIA - Electronic Industries Association

22. EPA - Environmental Protection Agency

23. FS - Federal Specification (Publications available from GSA)

24. GSA - General Services Administration

25. IBC – International Building Code

26. IFC – International Fire Code

27. IPC – International Plumbing Code

28. ICBO – International Conference of Building Officials

29. MCAA – Mechanical Contractors Association of America

30. MSS-Manufacturers Standardization Society of the Valve and Fittings Industry

Inc.

31. NECA – National Electrical Contractors Association

32. NEMA - National Electrical Manufacturers Association

33. NEC – National Electrical Code

34. NFPA - National Fire Protection Association

35. OSHA - Occupational Safety and Health Administration (U.S. Dept. of Labor)

36. PCA - Portland Cement Association

37. SSPC - Steel Structures Painting Council - The Society for Protective Coatings

38. UFAS – Uniform Federal Accessibility Standards

39. UL - Underwriters Laboratories Inc.

40. UBC – Uniform Building Code

41. UMC – Uniform Mechanical Code

42. UPC – Uniform Plumbing Code

43. USDA - U.S. Department of Agriculture

REFERENCES 014200 - 13

PART 2 - PRODUCTS (Not Applicable)

END OF SECTION 014200

TEMPORARY FACILITIES AND CONTROLS 015000 - 14

SECTION 015000 - TEMPORARY FACILITIES AND CONTROLS

PART 1 - GENERAL

1.1 SUMMARY

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

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

C. Provide a perimeter fence for restricted areas allowing only authorized personnel.

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. Temporary Electric Power Service: Provide as needed to keep normal campground operations from being interrupted. Use of power and water from existing Government buildings for construction activities is approved as available.

3.2 TEMPORARY SUPPORT FACILITIES

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

B. Collection and Disposal of Waste: Collect waste from construction areas and elsewhere daily.

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. Where appropriate and needed, provide lighting, including flashing red or amber lights.

TEMPORARY FACILITIES AND CONTROLS 015000 - 15

3.4 OPERATION, TERMINATION, AND REMOVAL

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

B. Termination and Removal: Each temporary facility shall be removed when the need for its service has ended.

END OF SECTION 015000

SAFTEY AND HEALTH 015950 - 16

SECTION 015950 – SAFTEY 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.

9. Heavy Equipment Operation

SAFTEY AND HEALTH 015950 - 17

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.

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 noncompliance with safety or health provisions of the Contract, the Contractor shall immediately, correct the unsafe or unhealthy condition. In accordance with FAR 52.236-13 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 Contractor 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.

EXECUTION REQUIREMENTS 017300 - 18

SECTION 017300 – EXECUTION REQUIREMENTS

PART 1 - GENERAL

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. 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 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 Used)

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 promptly.

B. Maintain a minimum of 1 permanent benchmark on the site. Existing BMs are indicated on the drawings.

EXECUTION REQUIREMENTS 017300 - 19

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, except for those items indicated on the Drawings to be Government Staked and 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. 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.

EXECUTION REQUIREMENTS 017300 - 20

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 017300

CLOSEOUT PROCEDURES 017700 - 21

SECTION 017700 - CLOSEOUT PROCEDURES

PART 1 - GENERAL

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, 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.

3. Make final change over of valve keys to the Government.

4. Complete startup testing of systems and 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 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.

CLOSEOUT PROCEDURES 017700 - 22

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.

1.4 RECORD DOCUMENT SUBMITTALS

A. Record Drawings: Maintain a clean, undamaged set of blue or black line prints 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. Emergency instructions.

2. Spare parts lists.

3. Copies of warranties.

4. Wiring diagrams.

5. Inspection procedures.

6. Shop Drawings and Product Data.

7. Fixture lamping schedule.

CLOSEOUT PROCEDURES 017700 - 23

1.6 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.

1. Points where utility lines leave buildings shall be dimensioned from building corners.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially hazardous to health or property or that might damage finished surfaces.

PART 3 - EXECUTION

3.1 CLOSEOUT PROCEDURES

3.2 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. Spare parts and materials.

4. Tools.

5. Lubricants.

6. Fuels.

7. Identification systems.

8. Control sequences.

9. Hazards.

10. Cleaning.

11. Warranties and bonds.

12. Maintenance agreements and similar continuing commitments.

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

1. Startup.

2. Shutdown.

CLOSEOUT PROCEDURES 017700 - 24

3. Emergency operations.

4. Noise and vibration adjustments.

5. Safety procedures.

6. Economy and efficiency adjustments.

7. Effective energy utilization.

3.3 FINAL CLEANING

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. Removal of Protection: Remove temporary protection and facilities installed for the protection of the Work during construction.

C. Compliance: Comply with the regulations of authorities having jurisdiction and with safety standards for cleaning. 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

STRUCTURE DEMOLITION 024116 - 25

SECTION 024116 - STRUCTURE DEMOLITION

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following:

1. Demolition and removal of buildings.

2. Removing below-grade construction.

3. Disconnecting, capping or sealing, and abandoning in-place site utilities.

4. Salvaging items for reuse by Owner.

1.2 DEFINITIONS

A. Demolish: Completely remove and legally dispose of off-site.

B. Salvage: Carefully detach from existing construction, in a manner to prevent damage, and deliver to Owner ready for reuse. Include fasteners or brackets needed for reattachment elsewhere.

1.3 MATERIALS OWNERSHIP

A. Unless otherwise indicated, demolition waste becomes property of Contractor.

1.4 SUBMITTALS

A. Proposed Protection Measures: Submit informational report, including drawings, that indicates the measures proposed for protecting individuals and property , for environmental protection , for dust control and , for noise control. Indicate proposed locations and construction of barriers.

1. Adjacent Buildings: Detail special measures proposed to protect adjacent buildings to remain.

B. Schedule of Building Demolition Activities: Indicate the following:

1. Detailed sequence of demolition work, with starting and ending dates for each activity.

2. Temporary interruption of utility services.

3. Shutoff and capping or re-routing of utility services.

C. Building Demolition Plans: Drawings indicating the following:

1. Locations of temporary protection.

STRUCTURE DEMOLITION 024116 - 26

E. Landfill Records: Indicate receipt and acceptance of hazardous wastes by a landfill facility licensed to accept hazardous wastes.

1.5 QUALITY ASSURANCE

A. Regulatory Requirements: Comply with governing EPA notification regulations before beginning demolition. Comply with hauling and disposal regulations of authorities having jurisdiction.

B. Standards: Comply with ANSI A10.6 and NFPA 241.

C. Predemolition Conference: Conduct conference at location determined by COR to comply with requirements in Division 01 Section "Project Management and Coordination."

1.6 PROJECT CONDITIONS

A. Buildings to be demolished will be vacated and their use discontinued before start of the Work.

B. Buildings immediately adjacent to demolition area will be occupied. Conduct building demolition so operations of occupied buildings will not be disrupted.

1. Provide not less than 14 days notice of activities that will affect operations of adjacent occupied buildings.

2. Maintain access to existing walkways, exits, and other facilities used by occupants of adjacent buildings.

a. Do not close or obstruct walkways, exits, or other facilities used by occupants of adjacent buildings without written permission from the COR.

C. Owner assumes no responsibility for buildings and structures to be demolished.

1. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical.

D. Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work.

1. If materials suspected of containing hazardous materials are encountered, do not disturb; immediately notify COR. Hazardous materials will be removed by Contractor.

E. On-site storage or sale of removed items or materials is not permitted unless otherwise indicated.

STRUCTURE DEMOLITION 024116 - 27

1.7 COORDINATION

A. Arrange demolition schedule so as not to interfere with Owner's on-site operations.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verify that utilities have been disconnected and capped before starting demolition operations.

B. Review Project Record Documents of existing construction provided by COR. COR does not guarantee that existing conditions are same as those indicated in Project Record Documents.

C. Inventory and record the condition of items to be removed and salvaged.

3.2 PREPARATION

A. Existing Utilities: Locate, identify, disconnect, and seal or cap off indicated utilities serving buildings and structures to be demolished.

1. COR will arrange to shut off indicated utilities when requested by Contractor.

2. If removal, relocation, or abandonment of utility services will affect adjacent occupied buildings, then provide temporary utilities that bypass buildings and structures to be demolished and that maintain continuity of service to other buildings and structures located on campground.

3. Cut off pipe or conduit a minimum of 24 inches (610 mm) below grade. Cap, valve, or plug and seal remaining portion of pipe or conduit after bypassing according to requirements of authorities having jurisdiction.

B. Temporary Shoring: Provide and maintain interior and exterior shoring, bracing, or structural support to preserve stability and prevent unexpected movement or collapse of construction being demolished.

1. Strengthen or add new supports when required during progress of demolition.

3.3 PROTECTION

A. Existing Facilities: Protect adjacent walkways, building entries, and other building facilities during demolition operations. Maintain exits from existing buildings.

B. Existing Utilities: Maintain utility services to remain and protect from damage during demolition operations.

STRUCTURE DEMOLITION 024116 - 28

1. Do not interrupt existing utilities serving adjacent occupied or operating facilities unless authorized in writing by COR.

2. Provide temporary services during interruptions to existing utilities, as acceptable to COR.

C. Temporary Protection: Erect temporary protection, such as walks, fences, railings, canopies, and covered passageways, where required by COR, and as indicated. Comply with requirements in Division 01 Section "Temporary Facilities and Controls."

1. Protect adjacent buildings and facilities from damage due to demolition activities.

2. Protect existing site improvements, appurtenances, and landscaping to remain.

3. Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain.

4. Provide protection to ensure safe passage of people around building demolition area and to and from occupied portions of adjacent buildings and structures.

5. Protect walls, windows, roofs, and other adjacent exterior construction that are to remain and that are exposed to building demolition operations.

D. Remove temporary barriers and protections where hazards no longer exist. Where open excavations or other hazardous conditions remain, leave temporary barriers and protections in place.

3.4 DEMOLITION, GENERAL

A. General: Demolish indicated existing buildings completely. Use methods required to complete the Work within limitations of governing regulations and as follows:

1. Do not use cutting torches until work area is cleared of flammable materials.

Maintain portable fire-suppression devices during flame-cutting operations.

2. Maintain adequate ventilation when using cutting torches.

B. Site Access and Temporary Controls: Conduct building demolition and debris-removal operations to ensure minimum interference with roads, walks, walkways, and other adjacent occupied and used facilities.

1. Do not close or obstruct roads, walks, walkways, or other adjacent occupied or used facilities without permission from COR. Provide alternate routes around closed or obstructed traffic ways if required by COR.

2. Use water mist and other suitable methods to limit spread of dust and dirt.

Comply with governing environmental-protection regulations. Do not use water when it may damage adjacent construction or create hazardous or objectionable conditions, such as ice, flooding, and pollution.

C. Explosives: Use of explosives is not permitted.

STRUCTURE DEMOLITION 024116 - 29

3.5 DEMOLITION BY MECHANICAL MEANS

A. Proceed with demolition of structural framing members systematically, from higher to lower level. Complete building demolition operations above each floor or tier before disturbing supporting members on the next lower level.

B. Remove debris from elevated portions of the building by hoist, or other device that will convey debris to grade level in a controlled descent.

1. Remove structural framing members and lower to ground by method suitable to minimize ground impact and dust generation.

D. Below-Grade Construction: Demolish foundation walls and other below-grade construction.

1. Remove below-grade construction, including, foundation walls, and footings, completely.

3.6 SITE RESTORATION

A. Below-Grade Areas: Completely fill below-grade areas and voids resulting from building demolition operations with satisfactory soil materials, recycled pulverized concrete or recycled pulverized masonry, if applicable, according to backfill requirements in Division 31 Section "Earth Moving”. Coordinate with COR.

B. Site Grading: Uniformly rough grade area of demolished construction to a smooth surface, free from irregular surface changes. Provide a smooth transition between adjacent existing grades and new grades.

3.7 REPAIRS

A. Promptly repair damage to adjacent buildings caused by demolition operations.

3.8 DISPOSAL OF DEMOLISHED MATERIALS

A. Remove demolition waste materials from Project site. See Division 01 Section "Construction Waste Management and Disposal" for recycling and disposal of demolition waste.

B. Remove demolition waste materials from Project site and legally dispose of them in an EPA-approved landfill acceptable to authorities having jurisdiction.

1. Do not allow demolished materials to accumulate on-site.

2. Remove and transport debris in a manner that will prevent spillage on adjacent surfaces and areas.

C. Do not burn demolished materials.

STRUCTURE DEMOLITION 024116 - 30

3.9 CLEANING

A. Clean adjacent structures and improvements of dust, dirt, and debris caused by building demolition operations. Return adjacent areas to condition existing before building demolition operations began.

END OF SECTION 024116

CAST-IN-PLACE CONCRETE 033000 - 31

SECTION 033000 - CAST-IN-PLACE CONCRETE

PART 1 - GENERAL

1.1 SUMMARY

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

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

1.2 SUBMITTALS

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

1. For products having recycled content, documentation indicating percentages by weight of postconsumer and preconsumer recycled content.

a. Include statement indicating costs for each product having recycled content.

2. For each concrete mixture containing portland cement replacements and for equivalent concrete mixtures that do not contain portland cement replacements.

B. Design Mixtures: For each concrete mixture.

C. Shop Drawings: For steel reinforcement and formwork. Material test reports.

1.3 QUALITY ASSURANCE

A. Manufacturer Qualifications: A firm…