Attachment 2 SPECS.FINAL.MANILA.BUNKHOUSE.2.1.2021.pdf

SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-1

Section C - Description/Specifications/Statement of Work

GENERAL SPECIFICATIONS

MANILA BUNKHOUSE REMODEL

FINAL DESIGN

February 1, 2021

1.1 SCOPE OF CONTRACT

A. This project includes all work and materials necessary for the remodel of the existing Manila Bunkhouse building.

1. BASE BID ITEM: Work is described in the following specifications and drawings and includes but is not limited to: Asbestos abatement, demolition of walls, framing, fireplace surround, carpet, vinyl flooring, vinyl siding, gypsum board, doors, hardware, plumbing fixtures, toilet accessories, plumbing, registers, lighting, wiring, outlets, and telecom. Base bid work includes wood wall framing, vinyl siding, wood and resilient base, gypsum board, doors and frames, minor wall and door repairs, door hardware, FRP wallcovering, carpeting, vinyl sheet flooring, wood floor refinishing, thermal and sound insulation, painting, toilets, bathtubs, faucets, lavatories, toilet and shower accessories, fans, reinstalling registers, new lighting, power, wiring, telecom.

B. This project has the following possible Bid Options as shown in the drawings and specifications.

1. The schedule of Items for the bid options described in the drawings and specifications are as follows:

a. OPTIONAL BID ITEM (1) – All work for removal and replacement of vinyl windows including demo, window, flashing, sealant and casework.

b. OPTIONAL BID ITEM (2)- All work required to remove existing appliances, furnish and install new refrigerator, stove, hood, ductwork, controls, dishwasher, microwave washer and dryer.

c. OPTIONAL BID ITEM (3) -All work required to demo and install new kitchen cabinets, kitchen sink, faucet.

d. OPTIONAL BID ITEM (4) Remove and replace window blinds. See specification.

e. OPTIONAL BID ITEM (5) Adjust and clean existing vinyl windows in sleeping rooms for functional use.

f. OPTIONAL BID ITEM (6) Provide road base, sod removal, new asphalt pavement marking, accessible sign, concrete bumper.

g. OPTIONAL BID ITEM (7) Remove concrete stairs, railing and sidewalls at front entry. Construct new concrete ramp, sidewalk, railings, stairs.

C. This project is to be constructed while the building is occupied by the user. Coordination and phasing of work is required. Staging and storage of materials are to be coordinated with the user prior to the start of the project. Damages to any portion of the building while this project is completed are to be repaired with matching finishes.

Attachment #2-1240LT22Q0092

SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-2

D. Start up, testing and balancing, checkout, owner training, and warranty is to be included in the project.

1.2 PROJECT LOCATION

A. The project is located at the Flaming Gorge Ranger District Office of the Ashley National Forest, located in Manila, Utah. It is near the intersection of Highway 43 and Highway 44.

1.3 REFERENCE SPECIFICATIONS

A. The publications 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.

2018 International Existing Building Code 2018 International Plumbing Code 2017 National Electrical Code 2004 Americans with Disabilities Act/Architectural Barriers Act Guidelines (ADA/ABAG) (http://www.access-board.gov/adaag/html/adaag.htm)

1.4 PROJECT TIMELINE AND OPERATIONS

A. This project will be completed while the office is occupied by the user and should be coordinated with the Contracting Officer’s Representative, so the interference of operations is kept to a minimum.

1.5 SITE INFORMATION AND LIMITATIONS

A. The following site conditions are considered incidental to the contract and the contractor will not be paid directly for any of the following items:

1. Construction site will not be closed to the public or Forest Service during construction. The contractor will be responsible for signing and limiting public and Forest service access to the portions of the building. The work shall be completed in 2 phases, as agreed to by the COR.

2. There is existing electrical service for the site. Contractor shall have permission to use existing electrical service during construction. Contractor shall provide connections and extensions of services as required for construction operations.

3. There is water service available for use in the building.

4. Provide port-a-potties for use by the contractor and as needed for building occupants during limited times. Contractor and workers shall have continuous access to toilet facilities during construction. Verify with COR.

5. Construction Hours – Hours of operation for the construction, demolition, excavation and subsequent cleanup shall be only between the hours between 7:00 a.m. and 7:00 p.m. Monday through Saturday.

http://www.access-board.gov/adaag/html/adaag.htm

SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-3

1.6 TEMPORARY ACCESS

A. Parking: Contractor may use up to 6 stalls of the surface parking lot during construction, but shall also utilize street parking to minimize impact of Forest parking areas.

Coordinate all other parking with the Contracting Officer’s Representative.

1.7 WASTE MANAGEMENT AND DISPOSAL

A. Waste Management Plan: Submit a copy of plan within 14 days of date established for the Notice to Proceed.

B. Processing waste material for salvage and recycling is encouraged.

C. The Contractor shall provide and maintain appropriate waste disposal containers or bins at the project site for the duration of the project construction. Verify with Contracting Office for placement of disposal containers and bins on the project site.

D. Waste material and debris shall be picked up and deposited in the waste disposal bins on a daily basis. Containers must be emptied on a weekly basis unless more frequent emptying is needed.

E. Burning or burying of construction waste material on site will not be permitted. Material shall be disposed of in accordance with the Waste Material Disposal specification.

1.8 TRAFFIC CONTROL AND CONSTRUCTION SIGNING

A. No work that endangers, interferes, or conflicts with traffic or access to work sites shall be performed until a plan for satisfactory warning and handling of traffic has been submitted by the Contractor and approved by the CO and Local Transportation Authority.

Construction signing for traffic control shall conform to the Manual of Uniform Traffic Control Devices (MUTCD). All traffic control signs will be placed in areas adequate for a truck pulling a fifth wheel trailer to be turned around. Contractor shall not be paid directly for this item, rather it will be considered incidental to other items of work listed in the Schedule of Items.

B. Provide project signs as indicated. Unauthorized signs are not permitted.

1. Identification Signs: Provide Project identification signs.

2. Temporary Signs: Provide other signs as indicated and as required informing public and individuals seeking entrance to Project.

3. Provide temporary, directional signs for construction personnel and visitors as required.

4. Maintain and touchup signs so they are legible at all times.

1.9 FIELD OFFICES, WORK CAMPS, STAGING AND STORAGE AREAS

A. Within 15 day of Notice to Proceed, Contractor shall submit a site plan showing proposed staging areas, access and parking locations, locations for field offices (if needed), and storage areas for review and approval by the CO.

SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-4

B. Areas for staging operations and storage of materials shall be approved by the CO. The Contractor must request in writing for approval from the CO to stage trailers (work) on site. Overnight camping and housing on site will not be allowed.

1.10 INSPECTION OF WORKSITE

A. The contractor acknowledges they have taken the necessary steps to ascertain the nature and location of work, and have investigated and satisfied themselves as to the general and local conditions that can affect the work or its cost. Any failure of the contractor to take the actions described and acknowledged in this paragraph will not relieve the Contractor from the responsibility of estimating properly the difficulty and cost of successfully performing the work, or for proceeding to successfully perform the work without additional expenses to the government.

1.11 START DATE

A. June 2021

1.12 CONTRACT TIME

A. 120 Calendar Days

1.13 SPECIFICATIONS

A. The following specifications are attached. 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 024117 - Hazardous Waste Disposal Section 024230 - Asbestos Abatement Section 033000 - Cast-In-Place Concrete Section 055213 - Pipe Railings Section 061000 - Rough Carpentry Section 064023 - Interior Architectural Woodwork Section 064116 - Plastic-Laminate-Faced Architectural Cabinets Section 072100 - Thermal Insulation Section 074633 - Plastic Siding Section 076200 - Sheet Metal Flashing And Trim Section 079200 - Joint Sealants Section 081416 - Flush Wood Doors Section 085313 - Vinyl Windows Section 087100 - Door Hardware

SECTION C - DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK 000001-5

Section 092900 - Gypsum Board Section 096400 - Wood Flooring Section 096513 - Resilient Base And Accessories Section 096516 - Resilient Sheet Flooring Section 096816 - Sheet Carpeting Section 097700 - Special Wall Finishes Section 099123 - Interior Painting Section 099600 - High-Performance Coatings Section 102800 - Toilet And Bath Accessories Section 105201 - Fire-Protection Specialties Section 113100 - Residential Appliances Section 122113 - Horizontal Louver Blinds Section 220523.12 - Ball Valves For Plumbing Piping Section 221116 - Domestic Water Piping Section 221119 - Domestic Water Piping Specialties Section 221316 - Sanitary Waste And Vent Piping Section 224100 - Residential Plumbing Fixtures Section 224213.13 - Water Closets Section 224216.13 - Lavatories Section 260500 - Common Work Results For Electrical Section 260519 - Low-Voltage Electrical Power Conductors And Cables Section 260526 - Grounding And Bonding For Electrical Systems Section 260533 - Raceways And Boxes For Electrical Systems Section 260553 - Identification For Electrical Systems Section 262726 - Wiring Devices Section 321204 - Crushed Aggregate Base Or Surface Course Section 322640 - Pavement Marking

END OF SECTION C

JANUARY 2021

MEASUREMENT AND PAYMENT 011250-1

USDA FOREST SERVICE, R4

MANILA BUNKHOUSE REMODEL

SECTION 011250 - MEASUREMENT AND PAYMENT

PART 1 - GENERAL

1.1 SUMMARY

A. 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.

B. When more than one class, size, type, thickness, etc. is specified in the Schedule of Items for any pay item, suffixes will be added to the item number to differentiate between the pay items.

1.2 DETERMINATION OF QUANTITIES

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

1. 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.

2. For excavation or embankment volumes, the average end area method shall be used to compute volumes. However, if in the judgment of the Contracting Officer (CO), the average end area method is impractical, measurement shall be made by volume in hauling vehicles or by other three-dimensional methods.

3. For Structures, they shall be measured according to neat lines shown on the drawings or as altered by the CO, in writing, to fit field conditions.

4. For items that are measured by the linear foot, such as pipe culverts, fencing, guardrail, piping, utilities, and underdrains, measurements shall be made parallel to the base or foundation upon which the structures are placed.

5. For aggregates weighed for payment, the tonnage shall not be adjusted for moisture content, unless otherwise provided for.

6. For standard manufactured items (such as fence, wire, plates, rolled shapes, pipe conduits) identified by gauge, weight, section dimensions, and so forth, such identifications shall be considered the nominal weights or dimensions. Unless controlled by tolerances in cited specifications, manufacturer's tolerances shall be accepted.

B. Earthwork Tolerances - Adjustments of horizontal or vertical alignment, within the tolerances specified in this contract, or shifts of balance points up to 100 feet shall be made by the contractor as necessary to produce the designed sections and to balance earthwork. Such adjustments shall not be considered as "Changes."

MEASUREMENT AND PAYMENT 011250-2

1.3 UNITS OF MEASUREMENT

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

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

2. 50lb Bag: Measurement will be for the actual number of 50lb bags of standard bentonite grout.

3. 94lb Bag: Measurement will be for the actual number of 94lb bags of standard cement or grout.

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

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

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

c. 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.

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

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

a. Measured volume in container.

b. Metered volume by approved metering system.

c. Commercially package volume.

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

8. Linear Foot (LF): Measurement of work along its length from point-to-point;

parallel to the base or foundation. Do not measure overlaps.

9. Lump Sum (LS): One complete unit.

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

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

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

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

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

1.4 METHOD OF MEASUREMENT

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

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

MEASUREMENT AND PAYMENT 011250-3

2. 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:

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

b. 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.

c. 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.

3. 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.

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

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

PART 2 - PRODUCTS (NOT APPLICABLE)

PART 3 - EXECUTION (NOT APPLICABLE)

END OF SECTION 011250

JANUARY 2021

MOBILIZATION 011900-1

MANILA BUNKHOUSE REMODEL

SECTION 011900 - MOBILIZATION

PART 1 - GENERAL

1.1 SUMMARY

A. 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.

1.2 MEASUREMENT AND PAYMENT

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

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

2. 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.

3. 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.

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

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

PART 2 - PRODUCTS (NOT USED)

PART 3 - EXECUTION (NOT USED)

END OF SECTION 011900

JANUARY 2021

SUBMITTAL PROCEDURES 013300-1

MANILA BUNKHOUSE REMODEL

SECTION 013300 - SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. 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.

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

1.2 SUBMITTAL PROCEDURES

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

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

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

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

1. 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.

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

3. Allow 14 days for processing each re-submittal.

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

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

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

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

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

a. Project name.

b. Date.

SUBMITTAL PROCEDURES 013300-2

c. Name and address of Contractor.

d. Name of manufacturer.

e. Unique identifier, including revision number.

f. Number and title of appropriate Specification Section.

g. Drawing number and detail references, as appropriate.

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

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

E. 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.

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

1.3 MEASUREMENT AND PAYMENT

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

PART 2 - PRODUCTS

2.1 ACTION SUBMITTALS – (Submittals requiring CO approval)

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

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

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

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

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

3. Include the following information, as applicable:

a. Manufacturer's written recommendations.

b. Manufacturer's product specifications.

c. Manufacturer's installation instructions.

d. Manufacturer's catalog cuts.

e. Wiring diagrams showing factory-installed wiring.

f. Compliance with recognized trade association standards.

g. Compliance with recognized testing agency standards.

SUBMITTAL PROCEDURES 013300-3

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

1. Preparation: Include the following information, as applicable:

a. Dimensions.

b. Identification of products.

c. Fabrication and installation drawings.

d. Roughing-in and setting diagrams.

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

f. Notation of dimensions established by field measurement.

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

D. 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.

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

1. 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.

2.2 INFORMATIONAL SUBMITTALS – (Submittals NOT requiring CO approval)

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

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

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

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

B. 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.

C. 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.

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

SUBMITTAL PROCEDURES 013300-4

E. 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 manufacturers.

PART 3 - EXECUTION

3.1 GENERAL

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

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

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

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

E. 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.

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

1. 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.

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

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

4. 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.

3.2 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

SUBMITTAL PROCEDURES 013300-5

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

Spec.

Section Section Title Subse ction Required Submittal

C General Specifications 1.3A Stream Protection Plan C General Specifications 1.4A Traffic Control Plan

010250 Construction Staking 3.6 A Survey Notes 013300 Submittal Procedures 2.1D Construction Schedule 014100 Quality Control 1.3 A Contractor quality control plan 014100 Quality Control 1.3 B Permits, Licenses, and Certificates 014100 Quality Control 1.3 C Test and inspection reports 014100 Quality Control 1.3 D As-Built drawings 017320 Selective Demolition 1.4A Schedule 024117 Hazardous Waste Disposal 1.2A Waste Manifest 024230 Asbestos Abatement 1.12.B Qualifications 024230 Asbestos Abatement 1.12.C Work Plan 024230 Asbestos Abatement 1.12.D Air Monitoring Plan 024230 Asbestos Abatement 1.12.E Testing Lab Accreditation 024230 Asbestos Abatement 1.12.F Landfill Certification 024230 Asbestos Abatement 1.12.G Proof of Insurance 024230 Asbestos Abatement 1.12.H Notification documents 024230 Asbestos Abatement 1.12.I Air Monitoring Results 024230 Asbestos Abatement 1.1.J Waste Shipment Records 033000 Cast-in-Place Concrete 1.3A Product Data 033000 Cast-in-Place Concrete 1.3B Design Mix 033000 Cast-in-Place Concrete 1.3E Qualification Data 033000 Cast-in-Place Concrete 1.3F Material Test Reports 033000 Cast-in-Place Concrete 1.3G Material Certificates 033543 Polished Concrete Finishing 1.2A Product Data 033543 Polished Concrete Finishing 1.2B Samples 055213 Pipe Railings 1.3A Product Data 055213 Pipe Railings 1.3B Shop Drawings 062023 Interior Architectural Woodwork 1.4A Product Data 064116 Plastic Laminate Faced/ Wood Faced

Architectural Cabinets 1.2A Product Data

064116 Plastic Laminate Faced/ Wood Faced Architectural Cabinets

1.2A Shop Drawings

064116 Plastic Laminate Faced/ Wood Faced Architectural Cabinets

1.2A Samples

072100 Thermal Insulation 1.2A Product Data 074633 Plastic Siding 1.2A Product Data 074633 Plastic Siding 1.2B Samples 076200 Sheet Metal Flashing and Trim 1.3A Product Data 079200 Joint Sealants 1.2A Product Data

SUBMITTAL PROCEDURES 013300-6

Spec.

Section Section Title Subse ction Required Submittal

081416 Flush Wood Doors 1.2A Product Data 085313 Vinyl Windows 1.3A Product Data 085313 Vinyl Windows 1.3B Shop Drawing 085313 Vinyl Windows 1.3C Samples 085313 Vinyl Windows 1.4A Warranty 087100 Door Hardware 1.2A Product Data 087100 Door Hardware 1.2B Shop Drawings 087100 Door Hardware 1.2C Schedule 092900 Gypsum Board 1.2A Product Data 096400 Wood Flooring 1.2A Product Data 096400 Wood Flooring 1.2B Samples 096513 Resilient Base and Accessories 1.2A Product Data 096513 Resilient Base and Accessories 1.2B Samples 096516 Resilient Sheet Flooring 1.2A Product Data 096516 Resilient Sheet Flooring 1.2B Samples 096516 Resilient Sheet Flooring 1.3A Maintenance Data 096813 Sheet Carpeting 1.3A Product Data 096813 Sheet Carpeting 1.3B Samples 096813 Sheet Carpeting 1.3C Warranty 096813 Sheet Carpeting 1.4A Maintenance Data 097700 Special Wall Finish- FRP 1.2A Product Data 097700 Special Wall Finish- FRP 1.2B Maintenance Data 099123 Interior Painting 1.3A Product Data 099123 Interior Painting 1.3B Color Samples 099123 Interior Painting 1.3C Mock-up 099600 High Performance Coating 1.3A Product Data 099600 High Performance Coating 1.3B Color Samples 102800 Toilet and Bath Accessories 1.3A Product Data 102800 Toilet and Bath Accessories 1.4A Warranty 105201 Fire Protection Specialties 1.2A Product Data 105201 Fire Protection Specialties 1.2B Maintenance Data 113100 Residential Appliances 1.2A Product Data 113100 Residential Appliances 1.2B Sustainable Data 113100 Residential Appliances 1.3A Maintenance Data 113100 Residential Appliances 1.3B Warranty 122113 Horizontal Louver Blinds 1.2A Product Data 122113 Horizontal Louver Blinds 1.2B Shop Drawings 122113 Horizontal Louver Blinds 1.2C Samples 220523

.12 Ball Valves 1.3A Product Data

221116 Domestic Water Piping 1.3A Product Data 221116 Domestic Water Piping 1.3B Purge Control Test Reports

SUBMITTAL PROCEDURES 013300-7

Spec.

Section Section Title Subse ction Required Submittal

221116 Domestic Water Piping 1.3C Field Quality-Control Test Reports

211119 Domestic Water Piping Specialties 1.3A Product Data 211119 Domestic Water Piping Specialties 1.3B Field Quality-Control Test

Reports 211119 Domestic Water Piping Specialties 1.3C Operation and Maintenance Data 221316 Sanitary Waste and Vent Piping 1.4A Product Data 221316 Sanitary Waste and Vent Piping 1.4B Field Quality-Control Test

Reports 224100 Residential Plumbing Fixtures 1.3A Product Data 224100 Residential Plumbing Fixtures 1.3B Maintenance Data 224213

.13 Waterclosets 1.3A Product Data

260500 Common Work Results for Electrical 1.2A Product Data

262726 Wiring Devices 1.3A Product Data 262726 Wiring Devices 1.3B Operation and Maintenance Data 270500 Common Work Results for Electrical 1.3A Qualification Data 270500 Common Work Results for

Communications 1.3B Product Data

271200 Communications Horizontal Cabling 1.3A Product Data 321204 Crushed Aggregate Base or Surface

Course 1.2A Aggregate Base – Source, Gradation, Material Properties 321204 Crushed Aggregate Base or Surface

Course 1.2B Compaction Test Results and

Proctor 322640 Pavement Markings 1.3A Product Data

END OF SECTION 013300

JANUARY 2021

QUALITY CONTROL 014100-1

MANILA BUNKHOUSE REMODEL

SECTION 014100 - QUALITY CONTROL

PART 1 - GENERAL

1.1 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.

1.2 QUALITY CONTROL

A. 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.

B. 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:

1. 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.

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

C. Retesting/Reinspecting: 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.

1.3 SUBMITTALS

A. Contractor Quality Control Plan

B. Permits, Licenses, and Certificates

C. Test and Inspection Reports

D. As-Built Drawings

1.4 MEASUREMENT AND PAYMENT

A. 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.

PART 2 - PRODUCTS (Not Applicable)

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PART 3 - EXECUTION

3.1 QUALITY CONTROL SYSTEM

A. 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.

3.2 CONTRACTOR QUALITY CONTROL PLAN

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

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

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

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

4. At a minimum, the plan shall include the following:

a. A list of personnel responsible for quality control and assigned duties.

Include each person's qualifications.

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

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

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

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

3.3 TEST AND INSPECTION REPORTS

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

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

C. Testing and Inspection Reports shall include 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, tests, or inspections.

5. Names of individuals performing tests and inspections.

6. Reference Specification Section(s).

7. Complete test or inspection data.

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8. Test and inspection results and an interpretation of test results.

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

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

11. Name and signature of laboratory inspector.

12. Recommendations on retesting and reinspecting.

3.4 PERMITS, LICENSES, AND CERTIFICATES

A. 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.

3.5 AS-BUILT DRAWINGS

A. 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, as-built drawings shall be submitted to the Contracting Officer.

3.6 SAMPLING, TESTING, AND CERTIFICATION REQUIREMENTS

A. 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

033000 2.12 Mixing and Delivery Each Truck 033000 3.13 Concrete – Slump, Air, Temperature 1 composite per truck load delivered

033000 3.13 Concrete - Compression Test Specimens at 7 days and 28 days (see spec)

055000 1.4 Welding Qualifications Prior to commencement of work

221116 3.11 Bacteriological Examination After disinfection, before use

221116 3.10 Pipe Inspections and Tests See Spec.

221316 3.7D Pipe Inspections and Tests Until Passing 271200 3.4 Field Quality Control See Spec.

QUALITY CONTROL 014100-4

TABLE 014100-1

Item

Subsection Certification or Test Required

Frequency

321204 3.4A Compaction Tests – Aggregate Base for Concrete Slabs

One test for each parking space and ramp.

END OF SECTION 014100

JANUARY 2021

HAZARDOUS WASTE DISPOSAL 024117--4

MANILA BUNKHOUSE REMODEL

SECTION 017320 - SELECTIVE DEMOLITION

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes demolition and removal of the following:

1. Selected portions of a building.

2. Repair procedures for selective demolition operations.

1.2 DEFINITIONS

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

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

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

D. 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.

1.3 MATERIALS OWNERSHIP

A. 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.

1.4 SUBMITTALS

A. 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.

1.5 QUALITY ASSURANCE

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

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

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

HAZARDOUS WASTE DISPOSAL 024117--3

1.6 PROJECT CONDITIONS

A. 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.

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

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

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

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

D. Hazardous Materials: Hazardous materials were found to be present in building to be selectively demolished. Follow procedures in Section 024230, Work Involving Asbestos.

1. Dispose of any fluorescent light tubes appropriately.

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

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

1.7 MEASUREMENT AND PAYMENT

A. 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.

PART 2 - PRODUCTS

2.1 REPAIR MATERIALS

A. Use repair materials identical to existing materials.

1. 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.

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

PART 3 - EXECUTION

3.1 EXAMINATION

A. Verify that utilities have been disconnected and capped.

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

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C. 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.

3.2 PREPARATION

A. 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.

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

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

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

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

C. 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.

3.3 POLLUTION CONTROLS

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

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

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

C. 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.

3.4 SELECTIVE DEMOLITION

A. 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.

1. 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.

HAZARDOUS WASTE DISPOSAL 024117--1

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

3. 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.

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

B. Removed and Reinstalled Items:

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

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

3. Protect items from damage during transport and storage.

4. 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.

C. 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.

3.5 PATCHING AND REPAIRS

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

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

1. 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.

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

D. 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.

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

3.6 DISPOSAL OF DEMOLISHED MATERIALS

HAZARDOUS WASTE DISPOSAL 024117-0

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

B. Burning: Do not burn demolished materials.

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

END OF SECTION 017320

JANUARY 2021

HAZARDOUS WASTE DISPOSAL 024117-1

MANILA BUNKHOUSE REMODEL

SECTION 024117 - HAZARDOUS WASTE DISPOSAL

PART 1 - GENERAL

1.1 SUMMARY:

A. This section includes providing services to remove hazardous materials and hazardous waste from locations described in the drawings and detailed in a hazardous material report for two facilities to be demolished.

B. The contractor shall prepare, load, and transport the hazardous waste to a licensed disposal facility. When possible, any hazardous materials, such as used oil, or those wastes classified as Universal Wastes that can be recycled shall be segregated and appropriately disposed of as recycled materials.

C. The contractor shall furnish all services including personnel, labor, tools, equipment, materials, supplies, training, supervision, travel, transportation, permits, and professional services necessary to complete the requirement of this contract.

1.2 SUBMITTALS:

A. The contractor shall prepare the Uniform Hazardous Waste Manifest as required by the U. S. Environmental Protection Agency (EPA) and the U. S. Department of Transportation (DOT), in addition to any disposal facility requirements for the acceptance of the waste (including any waste profile analysis and/or notice for Land Disposal Restriction).

1.3 MEASUREMENT AND PAYMENT:

A. 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.

1.4 SCHEDULE OF…