1240LT26R0006 Attachment 5 Specifications Baker Site Deferred Maintenance.docx

ATTACHMENT 5

SPECIFICATIONS

GAOA BAKER SITE DEFERRED MAINTENANCE

1240LT26R0006

USDA FOREST SERVICE, R-4

The following specifications are attached and are part of the contract. Some sections in the schedule of items refer to other sections not listed and are subsidiary to or are included in payment for other pay items in this contract. These items are considered incidental, and no additional compensation will be made.

SECTION 011250 - MEASUREMENT AND PAYMENT

SECTION 011900 - MOBILIZATION

SECTION 013300 - SUBMITTAL PROCEDURES

SECTION 014100 - QUALITY CONTROL

SECTION 017320 - SELECTIVE DEMOLITION

SECTION 024100 - WASTE MATERIAL DISPOSAL

SECTION 024200 - ASBESTOS ABATEMENT

SECTION 024230 - WORK INVOLVING ASBESTOS CONTAINING MATERIALS

SECTION 030130 - EPOXY REPAIR OF EXISTING CONCRETE

SECTION 033000 - CAST-IN-PLACE CONCRETE

SECTION 033440 - CONCRETE STAIRS

SECTION 033540 - CONCRETE SIDEWALK

SECTION 061000 - ROUGH CARPENTRY

SECTION 064113 - WOOD-VENEER-FACED ARCHITECTURAL CABINETS AND PLASTIC LAMINATE COUNTERTOPS

SECTION 073110 - ASPHALT SHINGLES

SECTION 074293 - METAL SOFFIT PANELS

SECTION 076200 - SHEET METAL FLASHING AND TRIM

SECTION 080152 - HISTORIC TREATMENT OF WOOD WINDOWS

SECTION 081113 - INSULATED HOLLOW METAL DOORS AND FRAMES

SECTION 081416 - FLUSH WOOD DOORS

SECTION 085313 - VINYL WINDOWS

SECTION 087100 - DOOR HARDWARE

SECTION 092900 - GYPSUM BOARD

SECTION 096400 - WOOD FLOOR REFINISHING

SECTION 096519 - RESILIENT TILE FLOORING

SECTION 096816 - SHEET CARPETING

SECTION 099113 - EXTERIOR PAINTING

SECTION 099123 - INTERIOR PAINTING

SECTION 113100 - RESIDENTIAL APPLIANCES

SECTION 122413 - ROLLER WINDOW SHADES

SECTION 123623.13 - PLASTIC-LAMINATE-CLAD COUNTERTOPS

SECTION 223400 - FUEL-FIRED, DOMESTIC-WATER HEATERS

SECTION 224100 - RESIDENTIAL PLUMBING FIXTURES

SECTION 235416.13 - GAS-FIRED FURNACES

SECTION 236313 - AIR-COOLED REFRIGERANT CONDENSERS

SECTION 238216.13 - REFRIGERANT AIR COILS

SECTION 260500 - COMMON WORK RESULTS FOR ELECTRICAL

SECTION 260519 - LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

SECTION 260533 - RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS

SECTION 260553 - IDENTIFICATION FOR ELECTRICAL SYSTEMS

SECTION 262726 - WIRING DEVICES

SECTION 265000 - LIGHTING

SECTION 267500 - CARBON DIOXIDE AND SMOKE ALARMS

SECTION 312000 - EARTHWORK

SECTION 312010 - SELECT BORROW

SECTION 312100 - PROJECT SITE PREPARATION AND GRADING

SECTION 312225 - EXCAVATION & EMBANKMENT

SECTION 321202 - COLD-MIX ASPHALT FOR REPAIRS

SECTION 321204 - CRUSHED AGGREGATE BASE OR SURFACE COURSE

SECTION 322640 - PAVEMENT MARKING

SPECIFICATIONS Page 2 of

USDA FOREST SERVICE, R4

GAOA BAKER SITE DEFERRED MAINTENANCE

SECTION 011250 - MEASUREMENT AND PAYMENT

GENERAL

SUMMARY

Measurement and payment for contract work will be made only for and under those pay items included in the Schedule of Items. All other work, labor, materials, equipment, and incidentals necessary to successfully complete the project will be considered as included in the payment for items shown. This section defines the method of measurements and basis of payment for work items listed in the Schedule of Items.

DETERMINATION OF QUANTITIES

The following measurements and calculations shall be used to determine contract quantities for payment.

For individual construction items, longitudinal and lateral measurements for area computations shall be made horizontally or corrected to horizontal measurement unless otherwise specified. Measurements for geotextiles, netting and erosion control blankets shall be along slope lines.

UNITS OF MEASUREMENT

Payment shall be by units defined and determined according to U.S. Standard measure and by the following:

Acre: Make longitudinal and transverse measurements for area computations horizontally.

50lb Bag: Measurement will be for the actual number of 50lb bags of standard bentonite grout.

94lb Bag: Measurement will be for the actual number of 94lb bags of standard cement or grout.

Cubic Yard (CY): A measurement computed by one of the following methods:

Excavation, Embankment, or Borrow. The measurement computed by the average end area method from measurements made longitudinally along a centerline or reference line.

Material in Place or Stockpile. The measurement computed using the dimensions of the in-place material.

Material in the Delivery Vehicle. The measurement computed using measurements of material in the hauling vehicles at the point of delivery. Vehicles shall be loaded to at least their water level capacity. Leveling of the loads may be required when vehicles arrive at the delivery point.

Each (EA): One complete unit, which may consist of one or more parts.

Gallons (GAL): The quantity shall be measured by any of the following methods:

Measured volume in container.

Metered volume by approved metering system.

Commercially package volume.

Hour (HR): Measurement will be for the actual number of hours (or fraction thereof) ordered by the Contracting Officer and performed by the contractor.

Linear Foot (LF): Measurement of work along its length from point-to-point; parallel to the base or foundation. Do not measure overlaps.

Lump Sum (LS): One complete unit.

Mile: Measured horizontally along the centerline of each roadway, approach, or ramp.

Pound (LB): For sacked or packaged material, measurement will be the net weight as packed by the manufacturer.

Square Foot (SF): Measured on a plane parallel to the surface being measured.

Square Yard (SY): Measured on a plane parallel to the surface being measured.

Ton: Measured as a short ton consisting of 2,000 pounds.

METHOD OF MEASUREMENT

One of the following methods of measurement for determining final payment is designated on the Schedule of Items for each pay item:

ACTUAL QUANTITIES (AQ) - These quantities are determined from actual measurements of completed work.

DESIGNED QUANTITIES (DQ) - These quantities denote the final number or units to be paid for under the terms of the contract. They are based upon the original design data available prior to advertising the project. Original design data include the preliminary survey information, design assumptions, calculations, drawings, and the presentation in the contract. Changes in the number of units shown in the Schedule of Items may be authorized under any of the following conditions:

As a result of changes in the work authorized by the CO.

As a result of the CO determining that errors exist in the original design that cause a pay item quantity to change by 15 percent or more.

As a result of the Contractor submitting to the CO a written request showing evidence of errors in the original design that cause a pay item quantity to change by 15 percent or more. The evidence must be verifiable and consist of calculations, drawings, or other data that show how the designed quantity is believed to be in error.

LUMP SUM QUANTITIES (LSQ) - These quantities denote one complete unit of work as required by or described in the contract, including necessary materials, equipment, and labor to complete the job. They shall not be measured.

STAKED QUANTITIES (SQ) - These quantities are determined from staked measurements prior to construction.

VEHICLE QUANTITIES (VQ) - These quantities are measured or weighed in hauling vehicles.

PRODUCTS (NOT APPLICABLE)

EXECUTION (NOT APPLICABLE)

END OF SECTION 011250

APRIL 2025

MEASUREMENT AND PAYMENT 011250-3

USDA FOREST SERVICE, R4

GAOA BAKER SITE DEFERRED MAINTENANCE

SECTION 011900 - MOBILIZATION

1. GENERAL

SUMMARY

This item is intended to compensate the Contractor for operations including, but not limited to, those necessary for the movement of personnel, equipment, supplies, and incidentals to the project site; for payment of premiums for bonds and insurance for the project; and for any other work and operations which must be performed or costs that must be incurred incident to the initiation of meaningful work at the site and for which payment is not otherwise provided for under the contract.

MEASUREMENT AND PAYMENT

The measurement shall be lump sum for mobilization. Payment shall be as follows:

Bond premiums will be reimbursed after receipt of the evidence of payment.

50% of the lump sum, not to exceed 5% of the original contract amount, will be paid following completion of 5% of the original contract amount not including mobilization and bond premiums.

Payment of the remaining portion of the lump sum, up to 10% of the original contract amount, will be paid following completion of 10% of the original contract amount not including mobilization and bond premiums.

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

Progress payments for mobilization and preparatory work shall be subject to retainage.

PRODUCTS (NOT USED)

EXECUTION (NOT USED)

END OF SECTION 011900

APRIL 2021

MOBILIZATION 011900-1

USDA FOREST SERVICE, R4

GAOA BAKER SITE DEFERRED MAINTENANCE

SECTION 013300 - SUBMITTAL PROCEDURES

1. GENERAL

SUMMARY

This Section includes administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other miscellaneous submittals. See Table 013300-1 for a summary of required submittals.

See other specification section within this package for additional requirements on submittal.

SUBMITTAL PROCEDURES

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

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

The Contracting Officer (CO) reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.

Processing Time: Allow enough time for submittal review, including time for re-submittals, as follows. Time for review shall commence on CO's receipt of submittal.

Initial Review: Allow 14 days for initial review of each submittal. Allow additional time if processing must be delayed to permit coordination with subsequent submittals. CO will advise Contractor when a submittal being processed must be delayed for coordination.

If intermediate submittal is necessary, process it in same manner as initial submittal.

Allow 14 days for processing each re-submittal.

No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing.

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

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

Provide a space on label or beside title block to record Contractor's review and approval markings and action taken by CO.

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

Project name.

Date.

Name and address of Contractor.

Name of manufacturer.

Unique identifier, including revision number.

Number and title of appropriate Specification Section.

Drawing number and detail references, as appropriate.

If more than one item is shown on submittal sheet, identify item.

Deviations: Highlight, encircle, or otherwise identify deviations from the Contract Documents on submittals.

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

Use for Construction: Use only final submittals with mark indicating action taken by CO in connection with construction.

MEASUREMENT AND PAYMENT

No separate measurement and/or payment will be made for this section. Payment shall be included with work shown in the schedule of items.

PRODUCTS

ACTION SUBMITTALS – (Submittals requiring CO approval) General: Prepare and submit Action Submittals required by individual Specification Sections.

Number of Copies: Submit three copies of each submittal, unless otherwise indicated. CO will return two copies. Mark up and retain one returned copy as a Project Record Document.

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

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

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

Include the following information, as applicable:

Manufacturer's written recommendations.

Manufacturer's product specifications.

Manufacturer's installation instructions.

Manufacturer's catalog cuts.

Wiring diagrams showing factory-installed wiring.

Compliance with recognized trade association standards.

Compliance with recognized testing agency standards.

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

Preparation: Include the following information, as applicable:

Dimensions.

Identification of products.

Fabrication and installation drawings.

Roughing-in and setting diagrams.

Wiring diagrams showing field-installed wiring, including power, signal, and control wiring.

Notation of dimensions established by field measurement.

Wiring Diagrams: Differentiate between manufacturer-installed and field-installed wiring.

Contractor's Construction Schedule: The contractor shall submit a Construction Schedule, for approval by CO, in accordance with the contract provisions within 5 day of commencement of work.

Samples: Prepare physical units of materials or products, including the following:

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

INFORMATIONAL SUBMITTALS – (Submittals NOT requiring CO approval) General: Prepare and submit Informational Submittals required by other Specification Sections.

Number of Copies: Submit three copies of each submittal, unless otherwise indicated. CO will not return copies.

Certificates and Certifications: Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity.

Test and Inspection Reports: Comply with requirements in Section 014100 "Quality Control."

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

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

Maintenance Data: Prepare written and graphic instructions and procedures for operation and normal maintenance of products and equipment.

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

EXECUTION

GENERAL

Review each submittal and check for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to CO.

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

CO will not review submittals that do not bear Contractor's approval stamp and will return them without action.

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

Substitutions – Whenever materials, products, and equipment are listed by name or brand in the specifications and/or on the drawings, it is used as a measure of quality, utility, or standard. If the Contractor prefers to use any other brand or manufacturer of same quality, appearance and utility to that specified, he shall request substitution as provided below, not less than 30 days before the planned installation of the item. The Contracting Officer will approve or disapprove the request for substitution.

Requests for substitutions will only be considered if contractor submits the following:

Complete technical data including drawings, complete performance specifications, test data, samples and performance tests of the article proposed for substitution. Submit additional information if required by Contracting Officer. All items in the above information shall be circled, tagged, or marked in some way to indicate all deviations or differences which the proposed item differs from the originally specified item.

Similar data as above for item originally specified. All items shall be marked to identify where/how the proposed substitution will differ.

A statement by the Contractor that the proposed substitution is in full compliance with the contract documents, applicable codes, and laws.

The Contractor shall be responsible for any effect upon related work in the project for any substitution and shall pay any additional costs generated by any substitutions.

SUBMITTAL SCHEDULE – Submittals shall be made as required by and called for in the drawings and specifications. The following table is a summary of the required submittals for the project - the table is to assist the Contractor and may not be all inclusive – additional submittals may be required by specific specifications:

TABLE 013000-1

END OF SECTION 013300

APRIL 2025

SUBMITTAL PROCEDURES 013300-7

USDA FOREST SERVICE, R4

GAOA BAKER SITE DEFERRED MAINTENANCE

SECTION 014100 - QUALITY CONTROL

1. GENERAL

This work shall consist of providing quality control in conformance with the inspection, testing, and product certification requirements of this contract to ensure compliance with the drawings and specifications. The Contractor shall provide all personnel, equipment, tests, and reports necessary to meet the requirements of the contract.

QUALITY CONTROL

The Contractor shall provide and maintain a quality control system that will ensure all services, supplies, and construction work required under this contract conforms to the contract requirements. The Contractor shall perform, or cause to be performed, the sampling, inspection, and testing required to substantiate that all services, supplies, and construction conform to the contract requirements.

Special Tests and Inspections: Contractor will engage a testing agency to conduct required special tests and inspections. The Contractor shall authorize the testing agency to perform the required testing and inspections on the work completed. The authority shall include:

Testing agency will interpret tests and inspections and state in each report whether tested and inspected work complies with or deviates from the Contract Documents.

Testing agency will re-test and re-inspect corrected work.

Retesting/Reinspection: Contractor shall provide quality-control services for retesting and reinspection for replaced construction work or for work that failed to comply with the requirements under the contract.

SUBMITTALS

Contractor Quality Control Plan Permits, Licenses, and Certificates Test and Inspection Reports As-Built Drawings

MEASUREMENT AND PAYMENT

No separate payment will be made for the work included under this section; rather payment shall be considered to be included in the items of work listed in the Schedule of Items.

PRODUCTS (Not Applicable)

EXECUTION

QUALITY CONTROL SYSTEM

General: Perform required testing, inspections, sampling, and similar services per direction specified in the contract drawings and specifications and in accordance with established industry standards.

CONTRACTOR QUALITY CONTROL PLAN

At the time of the preconstruction conference, the Contractor shall submit for approval a written Contractor Quality Control Plan.

If the plan requires any revisions or corrections, the Contractor shall resubmit the plan within 10 days.

The Government reserves the right to require changes in the plan during the contract period as necessary.

No change in the approved plan may be made without written concurrence by the Contracting Officer.

At a minimum, the plan shall include the following:

A list of personnel responsible for quality control and assigned duties. Include each person's qualifications.

A copy of a letter of direction to the Contractor's Quality Control Supervisor outlining assigned duties.

Names, qualifications, and descriptions of laboratories to perform sampling and testing, and samples of proposed report forms.

Methods of performing, documenting, and enforcing quality control of all work.

Methods of monitoring and controlling environmental pollution and contamination as required by all applicable regulations and laws.

TEST AND INSPECTION REPORTS

Submit PDF copy of complete test results no later than three calendar days after the test was performed.

Submit failing test results and proposed remedial actions within four hours of noted deficiency.

Testing and Inspection Reports shall include the following:

Date of issue.

Project title and number.

Name, address, and telephone number of testing agency.

Dates and locations of samples, tests, or inspections.

Names of individuals performing tests and inspections.

Reference Specification Section(s).

Complete test or inspection data.

Test and inspection results and an interpretation of test results.

Ambient conditions at time sample was taken, tested, or inspected.

Comments or professional opinion on whether tested or inspected work complies with the Contract Document requirements.

Name and signature of laboratory inspector.

Recommendations on retesting and reinspecting.

PERMITS, LICENSES, AND CERTIFICATES

For Contracting Officer’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 relevant to the on performance of the work.

AS-BUILT DRAWINGS

The Contractor shall maintain a set of the contract drawings depicting as-built conditions. These drawings shall be maintained in a current condition and shall be available for review. All variations from the original contract drawings shall be indicated in red on the drawings. Upon completion of the contract work, 3 copies of as-built drawings shall be submitted to the Contracting Officer.

SAMPLING, TESTING, AND CERTIFICATION REQUIREMENTS

Sampling, testing, and Certification requirements and frequency for specific items shall be as specified in the drawings and specification. The following table is a summary of the required sampling, testing, and certification for the project - the table is to assist the Contractor, but may not be all inclusive – additional submittals may be required by specific specification section:

TABLE 014100-1

Item

Subsection Certification or Test Required

Frequency

aggregate

END OF SECTION 014100

APRIL 2021

QUALITY CONTROL 014100-4

GAOA BAKER SITE DEFERRED MAINTENANCE

SECTION 017320 - SELECTIVE DEMOLITION

1. GENERAL

SUMMARY

This Section includes demolition and removal of the following:

Selected portions of a building.

Repair procedures for selective demolition operations.

DEFINITIONS

Remove: Detach items from existing construction and legally dispose of them off-site, unless indicated to be removed and salvaged or removed and reinstalled.

Remove and Salvage: Detach items from existing construction and deliver them to Government.

Remove and Reinstall: Detach items from existing construction, prepare them for reuse, and reinstall them where indicated.

Existing to Remain: Existing items of construction that are not to be removed and that are not otherwise indicated to be removed, removed and salvaged, or removed and reinstalled.

MATERIALS OWNERSHIP

Except for items or materials indicated to be reused, salvaged, reinstalled, or otherwise indicated to remain Government property, demolished materials shall become Contractor's property and shall be removed from Project site.

SUBMITTALS

Schedule of Selective Demolition Activities: Indicate detailed sequence of selective demolition and removal work, with starting and ending dates for each activity, including interruption of utility services.

Waste Manifests for the proper disposal of materials deemed hazardous by the State of Utah including a mercury containing thermostat and fluorescent lights.

QUALITY ASSURANCE

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

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

Pre-demolition Conference: Conduct conference at Project site with contractor, subcontractors and Contracting Officer’s Representative.

PROJECT CONDITIONS

Conduct selective demolition so Government operations will not be disrupted. Provide not less than 72 hours' notice to CO of activities that will affect Government operations.

Maintain access to existing building amenities, pathways, and other adjacent occupied or used facilities.

Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from the COR.

Government assumes no responsibility for condition of areas to be selectively demolished.

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

Hazardous Materials, Location to be disposed.

Linear fluorescent lamps are not being disturbed during this construction. However, compact fluorescent lamps are likely to be encountered. These working lamps shall be given to the Contracting Officer for reuse in other locations rather than be disposed of.

Suspect mercury containing thermostat.

Hazardous Materials: Additional Hazardous materials were not found to be present in building to be selectively demolished.

Do not disturb hazardous materials or items suspected of containing hazardous materials except under procedures specified elsewhere in the Contract Documents.

Storage or sale of removed items or materials on-site will not be permitted.

MEASUREMENT AND PAYMENT

There will be no separate measurement or payment for work in this section. Payment will be included at the contract unit price for items shown on the Schedule of Items.

PRODUCTS

REPAIR MATERIALS

Use repair materials identical to existing materials.

If identical materials are unavailable or cannot be used for exposed surfaces, use materials that visually match existing adjacent surfaces to the fullest extent possible.

Use materials whose installed performance equal or surpasses that of existing materials.

EXECUTION

EXAMINATION

Verify that utilities have been disconnected and capped.

Survey existing conditions and correlate with requirements indicated to determine extent of selective demolition required.

When unanticipated mechanical, electrical, or structural elements that conflict with intended function or design are encountered, investigate and measure the nature and extent of conflict. Promptly submit a written report to CO.

PREPARATION

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

Do not close or obstruct roads, without permission from CO. Provide alternate routes around closed or obstructed traffic ways if required by governing regulations.

Erect temporary protection, such as walks, fences, railings, canopies, and covered passageways, where required by authorities having jurisdiction.

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

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

Temporary Enclosures: Provide temporary enclosures for protection of existing building and construction, in progress and completed, from exposure, foul weather, other construction operations, and similar activities. Provide temporary weathertight enclosure for building exterior.

POLLUTION CONTROLS

Dust Control: Use temporary enclosures, and other suitable methods to limit spread of dust and dirt. Comply with governing environmental-protection regulations.

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

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

Dispose of Fluorescent lighting and refrigerant containing equipment at:

Authorized landfill equipped to properly dispose of hazardous waste.

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

SELECTIVE DEMOLITION

General: Demolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations.

Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction.

Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces.

Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden space before starting flame-cutting operations. Maintain portable fire-suppression devices during flame-cutting operations.

Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing.

Use cardboard or a drum to store fluorescent lighting to prevent breakage. Label the container clearly as ““Universal Waste Mercury-Containing Lamp(s)” Demo condensing units and drinking fountain in a manner that will not release refrigerant.

Dispose of universal hazardous waste as required by EPA and State laws. A disposal site is listed above.

Removed and Reinstalled Items:

Clean and repair items to functional condition adequate for intended reuse. Paint equipment to match new equipment.

Pack or crate items after cleaning and repairing. Identify contents of containers.

Protect items from damage during transport and storage.

Reinstall items in locations indicated. Comply with installation requirements for new materials and equipment. Provide connections, supports, and miscellaneous materials necessary to make item functional for use indicated.

Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by CO, items may be removed to a suitable, protected storage location during selective demolition [and cleaned] and reinstalled in their original locations after selective demolition operations are complete.

PATCHING AND REPAIRS

General: Promptly repair damage to adjacent construction caused by selective demolition operations.

Repairs: Where repairs to existing surfaces are required, patch to produce surfaces suitable for new materials.

Completely fill holes and depressions in existing masonry walls that are to remain with an approved masonry patching material applied according to manufacturer's written recommendations.

Finishes: Restore exposed finishes of patched areas and extend restoration into adjoining construction in a manner that eliminates evidence of patching and refinishing.

Floors and Walls: Where walls or partitions that are demolished extend one finished area into another, patch and repair floor and wall surfaces in the new space. Provide an even surface of uniform finish color, texture, and appearance. Remove existing floor and wall coverings and replace with new materials, if necessary, to achieve uniform color and appearance.

Ceilings: Patch and repair existing ceilings as necessary to provide an even-plane surface of uniform appearance.

DISPOSAL OF DEMOLISHED MATERIALS

General: Promptly dispose of demolished materials. Do not allow demolished materials to accumulate on-site.

Dispose of universal hazardous waste as required above.

Burning: Do not burn demolished materials.

Disposal: Transport demolished materials off Government property and legally dispose of them.

END OF SECTION 017320

APRIL 2021

SELECTIVE DEMOLITION 017320-2

USDA FOREST SERVICE, R4

GAOA BAKER SITE DEFERRED MAINTENANCE

SECTION 024100 - WASTE MATERIAL DISPOSAL

1. GENERAL

SUMMARY

This Section includes the loading, handling, hauling, and placing of excess excavation material, unsuitable excavation material, clearing and grubbing debris, and construction and demolition debris.

MEASUREMENT AND PAYMENT

There will be no separate measurement or payment for work in this Section. Waste material disposal is considered incidental to other items of work shown in the Schedule of Items.

PRODUCTS – NOT APPLICABLE

EXECUTION

WASTE MATERIAL TO BE HAULED TO A DISPOSAL AREA

All excavated material not used in the construction of embankments or backfilling of trenches, or other excess material resulting from the excavation and embankment operation shall be hauled to a disposal area.

All unsuitable excavated material and oversize boulders shall be hauled to a disposal area.

All stumps, slash and other clearing and grubbing debris shall be hauled to a disposal area.

Disposal Area: All waste material above shall be hauled to the disposal area on Government property as designated by the Contracting Officer Representative.

Waste material shall be piled and compacted to form a dense layer.

The size and shape of the piled waste material shall be designated by the Contracting Officer.

The piled material shall be covered with soil to a uniform depth of six inches minimum and sloped to 2:1 or flatter.

The disposal site shall be left suitable for seeding.

WASTE MATERIAL TO BE HAULED TO A LANDFILL

All demolition materials, garbage, and other refuse generated shall be removed from the project site and legally disposed off of Government property in an approved landfill.

The contractor is responsible for all costs and permits associated with landfill disposal.

The Government is not responsible for waste material upon its departure from the project site.

END OF SECTION 024100

January 2026

WASTE MATERIAL DISPOSAL 024100-2

USDA FOREST SERVICE, R4

GAOA BAKER SITE DEFERRED MAINTENANCE

SECTION 024200 - ASBESTOS ABATEMENT

1. GENERAL

SCOPE OF CONTRACT

The Manti La Sal National Forest is preparing to renovate a structure at the Baker Admin Site. The removal of asbestos containing materials (ACM) is required prior to renovation project other phases of the renovation project site work.

Work shall consist of furnishing all labor, material, equipment, and supervision to perform asbestos removal and disposal in accordance with these specifications, the Environmental Protection Agency (EPA) Asbestos Hazard Emergency Response Act (AHERA), the EPA National Emission Standard for Hazardous Air Pollutants (NESHAP,) the Occupational Safety and Health Administration (OSHA), the National Institute for Occupational Safety and Health (NIOSH), the Department of Transportation (DOT), and other applicable federal, state, and local regulations.

PROJECT LOCATION

This project is located in Monticello Utah. Site plans have exact locations

DESCRIPTION OF WORK

An Asbestos inspection has not been performed at the work site. One must be completed by the contractor.

If asbestos is present, the scope of the abatement work includes removal of all ACM.

All asbestos abatement work will be performed prior to any building renovation or building demolition activities.

QUALIFICATIONS

The contracting firm shall provide documentation of the company’s qualifications in asbestos removal work and that the employed workers are trained and certified in accordance with federal regulations and applicable State regulations for the work areas in which they are accredited.

The asbestos contractor (Contractor) must carry active “occurrence” type liability insurance while performing any work under this contract.

APPLICABLE REGULATIONS AND PUBLICATIONS

The regulations listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only. The latest version of applicable regulations shall take precedence over the requirements of this specification when the regulation results in a higher standard of performance.

Code of Federal Regulations (CFR) Publications:

40 CFR 61Subpart M National Emission Standard Subpart for Asbestos

State Regulations for FS Intermountain Region (R4) - references for the primary regulation in the state the project is located:

Idaho: The Idaho asbestos program operates under federal regulations. Refer to 29 CFR 1926.1101 (OSHA-Asbestos), and EPA's Asbestos NESHAP Renovation/Demolition requirements, with submission of notification form (if required) to EPA Region 10, Seattle WA.

Nevada: Asbestos Regulations per Nevada Administrative Code - Occupational Safety and Health, Sections 618.850 through 618.986.

Utah: Utah Administrative Code R307-801, Utah Asbestos Rule.

Wyoming: Wyoming DEQ, Air Quality Division Standards and Regulations, Chapter 3, Section 8, Emission standards of asbestos for demolition, renovation, manufacturing, spraying and fabricating.

American National Standards Institute (ANSI) Publications:

Z9.2-79 Fundamentals Governing the Design and Operation of Local Exhaust Systems Z88.2-80 Practices for Respiratory Protection National Institute of Occupational Safety and Health (NIOSH) Publications:

Manual of Analytical Methods, 2nd Ed., Vol. 1, Physical and Chemical Analysis Method (P&CAM):

Method 239 Asbestos Fibers in Air Method 7400 Fibers (NI, 3rd Ed., Vol. 1) Underwriters Laboratories, Inc. (UL) Publication:

586-77 (R 1982) Test Performance of High Efficiency Particulate, Air Filter Units

DEFINITIONS

Refer to Federal and State Regulations for definitions of terms used in this document.

Note: Utah’s definition of Asbestos includes additional asbestiform varieties defined as Libby Amphibole (a loose-fill vermiculite type insulation material originating in Libby, Montana, or elsewhere). These additional asbestos varieties are winchite, richterite, tremolite, magnesio-riebikite, magnesio-arfvedsonite, and edenite. Any laboratory analysis of vermiculite samples must include these types.

PROTECTION OF GOVERNMENT PROPERTY

All abatement work shall be performed without damage to or contamination of adjacent areas, equipment, or materials. Should existing equipment or materials become damaged or contaminated by work done under this contract, the Contractor shall restore all areas to original condition at no additional cost to the government.

MEDICAL REQUIREMENTS

Upon request of the Government, the contactor shall provide documentation for the workers initial and annual medical surveillance requirements.

TRAINING

The contactor shall provide documentation (as required in the Submittals) that the workers are trained and certified in accordance with federal and applicable State regulations, and have completed the requirements for the annual 8-hour refresher course(s) for the work areas in which they are accredited. Training for asbestos abatement professionals is required under the Asbestos Hazard Emergency Response Act of 1986 (AHERA), which is the authority under which EPA issued the EPA Asbestos Model Accreditation Plan (MAP). The MAP established five required training disciplines (Worker, Contractor/Supervisor, Inspector, Management Planner, and Project Designer) and one recommended discipline (Project Monitor). Some states may have additional or combined training disciplines/requirements.

LICENSES, PERMITS, AND NOTIFICATIONS

The Contractor is responsible for obtaining all necessary permits in conjunction with asbestos removal, hauling, and disposal. Provide timely notification of such actions as may be required by federal, state, regional, and/or local authorities.

Notify the State or federal NESHAP coordinator at least 10 days prior to the commencement of work in accordance with regulations if applicable. Submit a copy of this notification to the Contracting Officers Representative (COR) prior to beginning any work.

Notify the COR at least 48 hours prior to beginning work. Failure to obtain proper permits, or failure to make proper State/federal notification, or beginning work without first coordinating with the COR in advance, will be sufficient grounds for termination of this contract.

Asbestos accreditation is required for all individuals engaged in any aspect of asbestos abatement or design. This certification shall be current.

SAFETY AND HEALTH COMPLIANCE

In addition to detailed requirements of this specification, comply with all laws, ordinances, rules, and regulations of federal, state, regional, and local authorities regarding handling, storing, transporting, and disposing of asbestos waste materials. Comply with the applicable requirements of the current issue of 29 CFR 1926.1101 and 40 CFR 61, Subparts A and M. Where specification requirements and performance documents vary, the most stringent requirement shall apply.

RESPIRATOR PROGRAM

Upon request by the Government, the Contractor shall submit documentation of an established respiratory protection program as required by ANSI Z88.2 and 29 CFR 1910.134.

SUBMITTALS

Submittals shall be provided to the COR for approval 10 working days prior to commencing work involving asbestos materials.

Qualifications: Submit evidence that the contracting firm is certified in accordance with the state regulations requirements and that all employed workers are trained and certified for their respective discipline and have completed the requirements for the annual 8-hour refresher course(s) for the work areas in which they are accredited Asbestos Work Plan: The Asbestos Work Plan must be approved by the government prior to the start of any asbestos work. Submit a detailed, project design plan of the work procedures to be used in the removal and abatement of materials containing asbestos. The plan shall be prepared and signed by the certified Project Designer. Such plan shall include a sketch showing the location, size, and details of asbestos control areas, location, layout, and details of the decontamination area, and locations of local exhaust equipment. The plan shall indicate all temporary utilities and include interface of trades involved in the construction, sequencing of asbestos-related work, disposal plan, type of wetting agent to be used, air monitoring, respirators, protective equipment, and a detailed description of the method to be employed to control site access and the generation of air-borne asbestos including contingencies for containment breach, and fire. Prior to beginning work, the Contractor shall discuss the asbestos plan in detail with the COR, including work procedures, the Air Monitoring Plan, and safety precautions.

Air Monitoring Plan: The Air Monitoring Plan must be approved by the government prior to the start of any asbestos work. Submit a detailed air monitoring plan to address monitoring of the site and adjacent areas prior to, during, and (if required for some demolition projects) after completion of the asbestos work. Air monitoring (for non-personal samples) for the project shall be conducted by an independent third party.