Attachment_5_-_Seed_Project_5_-_Flooring_Replacement.pdf

PART I - THE SCHEDULE

SECTION B – SUPPLIES OR SERVICES AND PRICES/COSTS

SCHEDULE OF ITEMS

Solicitation – 1282A718R0004

Seed Project 5 – Flooring Curlew Job Corps Center

Curlew, WA 99118 Ferry County, Washington

Item Method of No. Description Measurement Total

BASE ITEM

001 Dining Hall Flooring Lump Sum $

BASE ITEM TOTAL $

OPTIONAL/ADDITVE ITEMS – Subject to Availability of Funding

002 Re-grout Kitchen Floor Lump Sum $

003 Health Services Flooring Lump Sum $

OPTIONAL ITEMS TOTAL $

BASE AND OPTIONAL/ADDITIVE ITEMS TOTAL $

Lump Sum Quantities: 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 will not be measured.

FAR 36.204 Disclosure of the magnitude of construction projects (Tailored)

The Government’s estimate is:

Between $25,000 and $100,000 for Base Items Between $100,000 and $500,000 for Base and all Optional/Additive Items

PROJECT TABLE OF CONTENTS

Dining Hall Flooring

P.Byrd 4/17

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

DIVISION 01 – GENERAL REQUIREMENTS

01 01 50 SUMMARY OF WORK

DIVISION 02 – EXISTING CONDITIONS

02 11 00 DEMOLITION OF BUILDING INTERIOR

DIVISION 03 - 05 Not Used

DIVISION 06 – WOOD, PLASTICS, & COMPOSITES

06 10 00 ROUGH CARPENTRY

DIVISION 07 – 08 Not Uesd

DIVISION 09 – FINISHES

09 65 43 RESILIENT FLOORING – LINOLEUM FLOORING

DIVISION 10 – 48 Not Used

End of Table of Contents

BUILDING #1404, #2830 FLOORING INSTALLATION

CURLEW JOB CORPS CIVILIAN CONSERVATION CENTER

SUMMARY OF WORK

PART 1 – SUMMARY OF WORK

1.1 DESCRIPTION

A. Work for this project requires the contractor to be responsible for supplying all labor, materials, equipment, miscellaneous items, freight and delivery for the work summarized as follows:

1. Building #1404: Remove existing handrails, wood base, vinyl flooring, ceramic tile, carpet, underlayment, and all subflooring down to floor joist. Install new subfloor, underlayment, sheet vinyl, 6” rubber base, and transition strips where needed. Install handrail where removed. Remove existing grout between ceramic tile in kitchen and hall. Install new grout where removed. Seal and wax, complete.

2. Building #2830: Remove existing rubber base, carpet, 1”x1” ceramic tile, 12”x12” tile, floating vinyl flooring, and sheet vinyl. Remove flooring and subfloor down to floor joist in mechanical room. Install new subfloor and underlayment where removed. Install new sheet vinyl and rubber base throughout building.

1.2 LOCATION

A. This project is located at the Curlew Job Corps Civilian Conservation Center located 9 miles from Curlew, Washington in Ferry County. The address is 3 Campus Street, Curlew, Washington, 99118. Driving instructions can be obtained from the Center by calling 509 779-4611.

1.3 USE OF PREMISES

A. Use of Site: Confine constructions operations to immediate area of work. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1.4 PROJECT SCHEDULING

A. Work shall not begin before December 15th, 2017 and be completed by January 8th, 2018.

1.5 WORK RESTRICTIONS

A. Nonsmoking Buildings: Smoking is not permitted within the buildings or within 25 feet (8 m) of entrances, operable windows, or outdoor air intakes.

1.6 CONTRACTOR’S RESPONSIBILITIES

A. Confine storage of materials to areas as approved by the CO.

B. Provide adequate signing and barricades and take necessary safety measures to protect the public during all construction operations. Minimize disturbance of all undisturbed areas.

1.7 FIELD VERIFICATION

A. Field verify all new and existing dimensions affecting the work of this contract before ordering products.

PART 2 – DEFINITION OF ITEMS AND PAYMENT

2.1 DESCRIPTION

A. This section explains what is and what is not included in each pay item; the limits or cut-off points where one item ends and another begins; and basis of payment for work items listed in the Schedule of Items.

B. Payment: For each individual item listed here and in the Schedule of Items, payment shall be full compensation for all work related to the particular item in accordance with these specifications, and as shown on the drawings.

2.2 SCHEDULE OF ITEMS

A. Schedule of Items: The project Schedule of Items includes several sections to organize the work into Base Items and Optional Items.

1. Provide pricing for all items listed in the Schedule of Items.

2. Contract award will be made for all Base Items.

B. Base Items (BI):

1. Base Item No. 1- Dining Hall Flooring.

a. Payment: The contract lump sum price as shown in the Schedule of Items includes all materials, equipment, labor and incidentals to remove and install new vinyl flooring

C. Optional Items (OI):

1. Optional Item No. 1- Re-grout Kitchen Floor.

includes all materials, equipment, labor and incidentals to remove and reinstall grout.

D. Optional Items (OI):

1. Optional Item No. 2 – Health Services Flooring.

includes all materials, equipment, labor and incidentals to remove and reinstall grout.

PART 3 – ACCIDENT PREVENTION

3.1 DESCRIPTION

A. This section consists of establishing an effective accident prevention plan and providing a safe environment for personnel and visitors.

3.2 SUBMITTALS

A. Accident Prevention Plan: Before on-site work begins, submit a company approved accident prevention plan. This plan will be posted in the contract file. Design the plan to address Federal, State, and Local Occupational Safety and Health requirements that apply to this project. No progress payments will be processed until the plan is received. As a minimum the plan shall include:

1. Name, position title and contact information of company executive responsible for approving the Accident Prevention Plan.

2. Name and contact information of supervisor responsible to carry out the plan.

3. Outline of each phase of the work, the hazards associated with each major phase, and the methods proposed to ensure property protection and safety of the public, government personnel, and the Contractor's employees. Identify the work included under each phase by reference to specification section or division numbers.

4. Contingency plans for emergency situations such as medical, fire, and other contract assessed hazard prevention and abatement requirement needs that apply to this project.

B. Submit a brief report of safety meetings and of inspections.

3.3 QUALITY ASSURANCE

A. Clauses entitled "Accident Prevention" and "Permits and Responsibilities" of the General Provisions: In case of conflicts between Federal, state, and local safety and health requirements, the most stringent shall apply. Equipment or tools not meeting OSHA requirements will not be allowed on the project sites. Failure to comply with the requirements of this section and related sections may result in suspension of work.

B. Qualifications of Employees: Ensure employees are physically qualified to perform assigned duties in a safe manner.

3.4 ACCIDENT REPORTING

A. Reportable Accidents: A reportable accident is defined as death, occupational disease, traumatic injury to employees or the public, property damage by accident in excess of

$100, and fires. Within 7 calendar days of a reportable accident, fill out and forward to the CO a CA-1 form, which may be obtained from CO.

B. All Other Accidents: Report all other accidents to the CO as soon as possible and assist the CO and other officials as required in the investigation of the accident.

3.5 PERSONNEL PROTECTIVE EQUIPMENT

A. Meet requirements of NIOSH and MSHA, where applicable, as well as ANSI.

3.6 EMERGENCY INSTRUCTIONS

A. Post telephone numbers and reporting instructions for ambulance, physician, hospital, fire department, and police in conspicuous locations at the work site.

3.7 PROTECTIVE EQUIPMENT

A. Inspect personal protective equipment daily and maintain in a serviceable condition.

Clean, sanitize, and repair, as appropriate, personal items before issuing them to another individual.

B. Inspect and maintain other protective equipment and devices before use and on a periodic basis to ensure safe operation.

3.8 SAFETY MEETINGS

A. As a minimum, conduct weekly 15-minute "toolbox" safety meetings. These meetings shall be conducted by a foreman and attended by all construction personnel at the worksite.

3.9 TRAINING

A. First Aid: Provide adequate training to ensure prompt and efficient first aid.

PART 4 – SUBMITTAL PROCEDURES

4.1 DESCRIPTION

A. This section includes administrative and procedural requirements for submittals.

4.2 DEFINITIONS

A. Action Submittals: Written and graphic information that requires Contracting Officer’s (CO's) responsive action.

B. Informational Submittals: Written information that does not require CO's approval.

Submittals may be rejected for not complying with requirements.

4.3 PROCEDURES

A. 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 10 working 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 10 working 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.

B. 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 approximately 2 by 3 inches 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.

c. Name and address of Contractor.

d. Name of manufacturer.

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

D. 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.

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

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

4.4 ACTION SUBMITTALS

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

1. Number of Copies: Submit two copies of each submittal, unless otherwise indicated. CO will return one 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.

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.

4.5 INFORMATIONAL SUBMITTALS

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

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

B. Contractor's Construction Schedule: Provide a construction schedule.

C. Cost Breakdown: Following award provide a cost breakdown schedule listing main types of work with associated costs for each bid item.

PART 5 – TEMPORARY FACILITIES AND CONTROLS

5.1 DESCRIPTION

A. This section consists of requirements for temporary facilities and controls, including utilities, support facilities, and security and protection facilities.

5.2 UTILITIES

A. Water Service: Use of Government existing water service facilities will be permitted without metering and without payment of use charges, as long as facilities are cleaned and maintained in a condition acceptable to CO. At Substantial Completion, restore these facilities to condition existing before initial use.

B. Sanitary Facilities: Use of Government sanitary facilities will be permitted, as long as facilities are cleaned and maintained in a condition acceptable to CO. At Substantial Completion, restore these facilities to condition existing before initial use.

C. Electric Power and Lighting Service: Use of Government's existing electric power and lighting service will be permitted without metering and without payment of use charges, as long as equipment is maintained in a condition acceptable to CO.

D. Telephone Service: The Contractor is responsible for providing telephone service deemed necessary for the duration of the construction.

5.3 STORAGE AREAS

A. Coordinate on-site storage requirements with the Contracting Officer.

5.4 CONSTRUCTION WASTE DISPOSAL FACILITIES

A. Provide waste-collection containers in sizes adequate to handle waste from construction operations. Containerize and clearly label hazardous, dangerous, or unsanitary waste materials separately from other waste.

5.5 SECURITY AND PROTECTION FACILITIES INSTALLATION

A. Environmental Protection: Provide protection, operate temporary facilities, and conduct construction in ways and by methods that comply with environmental regulations and that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects. Restrict use of noisemaking tools and equipment to hours that will minimize complaints from persons or firms near Project site.

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

PART 6 – EXECUTION REQUIREMENTS

6.1 DESCRIPTION

A. This section consists of general procedural requirements governing execution of the Work including, but not limited to, the following:

1. General installation of products.

2. Progress cleaning.

3. Protection of installed construction.

4. Correction of the Work.

6.2 EXAMINATION

A. Existing Conditions: Before beginning work, investigate and verify the existence and location of mechanical and electrical systems and other construction affecting the Work.

6.3 PREPARATION

A. Field Measurements: Take field measurements as required to fit the Work properly.

B. Review of Contract Documents and Field Conditions: Immediately on discovery of the need for clarification of the Contract Documents, submit a request for information to CO.

Include a detailed description of problem encountered, together with recommendations for changing the Contract Documents.

6.4 INSTALLATION

A. General: Locate the Work and components of the Work accurately, in correct alignment and elevation, as indicated.

B. Comply with manufacturer's written instructions and recommendations for installing products.

C. Hazardous Materials: Use products, cleaners, and installation materials that are not considered hazardous.

6.5 PROGRESS CLEANING

A. General: Clean Project site and work areas daily, including common areas. Dispose of materials lawfully.

1. Comply with requirements in NFPA 241 for removal of combustible waste materials and debris.

2. Do not hold materials more than 7 days during normal weather or 3 days if the temperature is expected to rise above 80 deg F (27 deg C).

3. Containerize hazardous and unsanitary waste materials separately from other waste. Mark containers appropriately and dispose of legally, according to regulations.

B. Site: Maintain Project site free of waste materials and debris.

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

D. Waste Disposal: Burying or burning waste materials on-site will not be permitted.

Washing waste materials down sewers or into waterways will not be permitted.

6.6 PROTECTION OF INSTALLED CONSTRUCTION

A. Provide final protection and maintain conditions that ensure installed Work is without damage or deterioration at time of Substantial Completion.

6.7 CORRECTION OF THE WORK

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

1. Repairing includes replacing defective parts, refinishing damaged surfaces, touching up with matching materials, and properly adjusting operating equipment.

PART 8 – CLOSEOUT PROCEDURES

7.1 DESCRIPTION

A. This section consists of administrative and procedural requirements for contract closeout, including, but not limited to, the following:

1. Inspection procedures.

2. Project Record Documents.

3. Final cleaning.

7.2 SUBSTANTIAL COMPLETION

A. Definition of Substantial Completion: The Date certified by the Contracting Officer when construction is sufficiently complete, in accordance with the Contract Documents, so the Government can occupy or utilize the Work or designated portion thereof for the use for which it is intended, as expressed in the Contract Documents.

B. Preliminary Procedures: Before requesting inspection for determining date of Substantial Completion, complete the following. List items below that are incomplete in request.

1. Submit specific warranties, workmanship bonds, final certifications, and similar documents.

2. Complete final cleaning requirements.

3. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual defects.

C. Inspection: Submit a written request for inspection for Substantial Completion. On receipt of request, CO will either proceed with inspection or notify Contractor of unfulfilled requirements. CO will prepare the Certificate of Substantial Completion after inspection or will notify Contractor of items, either on Contractor's list or additional items identified by CO, that must be completed or corrected before certificate will be issued.

1. Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected.

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

7.3 FINAL COMPLETION

A. Preliminary Procedures: Before requesting final inspection for determining date of Final Completion, complete the following:

1. Submit certified copy of CO’s Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by CO. The certified copy of the list shall state that each item has been completed or otherwise resolved for acceptance.

2. Submit evidence of final, continuing insurance coverage complying with insurance requirements.

3. Instruct Government personnel in operation, adjustment, and maintenance of products, equipment, and systems.

B. Inspection: Submit a written request for final inspection for acceptance. On receipt of request, CO will either proceed with inspection or notify Contractor of unfulfilled requirements. CO will prepare a final Certificate for Payment after inspection or will notify Contractor of construction that must be completed or corrected before certificate will be issued.

1. Reinspection: Request reinspection when the Work identified in previous inspections as incomplete is completed or corrected.

7.4 FINAL CLEANING

A. General: Provide final cleaning. Conduct cleaning and waste-removal operations to comply with local laws and ordinances and Federal and local environmental and antipollution regulations.

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

C. Complete the following cleaning operations before requesting inspection for certification of Substantial Completion for entire Project or for a portion of Project:

1. Clean Project site, in areas disturbed by construction activities, including landscape development areas, of rubbish, waste material, litter, and other foreign substances.

2. Remove tools, construction equipment, machinery, and surplus material from

Project site.

3. Touch up and otherwise repair and restore marred, exposed finishes and surfaces.

Replace finishes and surfaces that cannot be satisfactorily repaired or restored or that already show evidence of repair or restoration.

D. Comply with safety standards for cleaning. Do not burn waste materials. Do not bury debris or excess materials on Government property. Do not discharge volatile, harmful, or dangerous materials into drainage systems. Remove waste materials from Project site and dispose of lawfully.

END OF SECTION 01 01 50

Building Demolition 02 11 00 Pg. 1 of 1

02 11 00

DEMOLITION OF BUILDING INTERIOR

GENERAL

Description

This work shall consist of the removal and disposal of specific parts of the existing building.

EXECUTION

Work shall include:

Building #1404 Demolish down to original floor joist includiong approx. 3 layers of flooring and approx. 3 subfloor/underlayment layers where shown on drawings. Demolish existing wood base.

Building #2830 Demolish different flooring types including carpet, sheet vinyl, ceramic tile, and wood flooring.

Remove 12”x12” tile and subfloor in Mechanical room. Remove base in all rooms.

DISPOSAL

The contractor shall dispose of removed items at an approved Washington State Landfill.

**** END OF SECTION 02 11 00 ****

USDA FOREST SERVICE PROJECT SPECIFICATIONS

Rough Carpentry 06 10 00 1/2

SECTION 06 10 00

ROUGH CARPENTRY

1. PART 1 - GENERAL

1.01 SUMMARY

A. This section specifies rough carpentry, including all subfloor and underlayment.

1.02 RELATED SECTIONS

A. 09 65 16 – Resilient Sheet Flooring.

1.03 QUALITY ASSURANCE

A. Furnish materials complying with the following:

1. Plywood.

a. Graded in accordance with APA PS 1-95. Furnish panels identifiable by a grade trademark of a recognized grading association. Index numbers listed (i.e. 24/0) may be larger but not smaller than shown.

2. All materials and construction techniques shall meet applicable Local codes or the requirements herein, whichever is stricter.

2. PART 2 - PRODUCTS

2.01 MATERIALS

A. Subfloor – match existing.

1. Minimum 1/2 inch CDX plywood 32/16.

2. 2 x 6 T&G decking, Commercial Dex., DF, S-dry.

B. Underlayment – follow manufacturer’s recommendations.

1. Plywood.

a. 1/2 inch underlayment AC plywood.

3. PART 3 - EXECUTION

3.01 CONSTRUCTION

A. Subfloor.

1. Lay plywood subfloor with face grain at right angles to supports.

2. Space panel ends and edges 1/32 inch. Stagger end joints. Nail with 8d nails 6 inch on center at edges, and 10 inch on center intermediate supports.

3. Install 2 inch T&G subfloor at right angles to the supports. Make joints over supports, unless end matched. Stagger end joints a minimum of 1 span. Nail with two 16d nails at each support, 1 blind nail and 1 face nail.

B. Underlayment.

1. Provide 1/16 inch between sheets. Nail with 3d ring shank. Nails 6 inch on center at edges and 8 inch on center in the field. Stagger joints with subfloor.

Rough Carpentry 06 10 00 2/2

4. PART 4 - MEASUREMENT AND PAYMENT (NOT USED)

END OF SECTION 06 10 00

Resilient Sheet Flooring 09 65 16 –1/3

SECTION 09 65 16

RESILIENT SHEET FLOORING

1. PART 1 - GENERAL

1.01 SUMMARY

A. This section specifies resilient sheet flooring and base where shown on the drawings.

1.02 RELATED SECTIONS

1.03 DELIVERY, STORAGE, AND HANDLING

A. Store all materials at the job site at a minimum temperature of 70 degrees F for not less than 48 hours before installation.

2. PART 2 - PRODUCTS

2.01 MATERIALS

A. Sheet Flooring.

1. Linoleum sheet.

2. Thickness 0.10 inch.

3. ASTM F 2034, Type I Standard Specfication for Sheet Linoleum Floor

Covering without Backing

4. Basis of Design: Armstrong Marmorette

B. Linoleum Weld Rod

1. Provide solid color linoleum weld rod from the same flooring manufacturer, Inc., and intended for heat welding of seams. Color shall be compatible with field color of flooring

C. Integral-Flash-Cove-Base Accessories: Building #1404.

1. For integral flash cove base: Provide integral flash cove wall base by extending sheet flooring 6 in. (15.24 cm) up the wall using adhesive, welding rod, and accessories recommended and approved by the flooring manufacturer.

D. Base: Building #2830.

1. For top set wall base: Provide 0.080 in. 6 in. (15.24 cm) high color-integrated wall base with a matte finish, conforming to ASTM F 1861, Type TP - Rubber, Thermoplastic Supply in rolls.

E. Adhesive.

1. As recommended by the flooring manufacturer.

F. Accessories.

1. For sealing joints between the top of wall base or integral cove cap and irregular wall surfaces such as masonry, provide plastic filler applied according to the manufacturer's recommendations.

2. Provide top edge trim caps of anodized aluminum for integral flash cove with profile similar to Futura Industries or an approved equal..

Resilient Sheet Flooring 09 65 16 –2/3

3. Provide a fillet support strip for integral cove base with a minimum radius of 1

in. (2.54 cm) of wood or plastic.

4. Provide transition/reducing strips tapered to meet abutting materials.

3. PART 3 - EXECUTION

3.01 GENERAL

A. Comply with manufacturer’s product data, including technical bulletins, product catalog, installation instructions, and product carton instructions for installation and maintenance procedures.

3.02 PREPARATION

A. Site Verification of Conditions: Verify substrate conditions are acceptable for product installation in accordance with manufacturer's instructions.

B. Visually inspect flooring materials, adhesives and accessories prior to installation.

Flooring material with visual defects shall not be installed.

C. Examine subfloors prior to installation to determine that surfaces are smooth and free from cracks, holes, ridges, and other defects that might prevent adhesive bond or impair durability or appearance of the flooring material.

D. Inspect subfloors prior to installation to determine that surfaces are free from curing, sealing, parting and hardening compounds; residual adhesives; adhesive removers; and other foreign materials that might prevent adhesive bond. Visually inspect for evidence of moisture, alkaline salts, carbonation, dusting, mold, or mildew.

E. Report conditions contrary to contract requirements that would prevent a proper installation. Do not proceed with the installation until unsatisfactory conditions have been corrected

F. Surface cleaning: make subfloor free from dust, dirt, grease, and all foreign materials.

G. Check panels for sources of discoloration such as contamination from paint, varnish, stain overspray or spills, plumbing sealers, asphalt, heater fuel, markers or potential staining agents such as wood or bark not visible on the surface, edge sealers, logo markings, printed nail patterns and synthetic patches.

H. For additional information on the installation and preparation of wood and board-type underlayments see the current edition of ASTM F1482, “standard practice for installation and preparation of panel type underlayments to receive resilient flooring.”

I. Vacuum or broom-clean surfaces to be covered immediately before the application of flooring

3.03 INSTALLATION

A. Follow manufacturer's specifications and recommendations for all installations.

B. Adhere flooring to the subfloor without cracks, voids, raising and puckering at the seams. Roll with a 100-pound (45.36 kilogram) roller in the field areas. Hand-roll

Resilient Sheet Flooring 09 65 16 –3/3 flooring at the perimeter and the seams to assure adhesion. Refer to specific rolling instructions of the flooring manufacturer.

C. Lay flooring to provide a minimum number of seams. Avoid cross seams, filler pieces, and strips. Match edges for color shading and pattern at the seams in compliance with the manufacturer's recommendations.

D. Install flooring with adhesives, tools, and procedures in strict accordance with the manufacturer's written instructions. Observe the recommended adhesive trowel notching, open times, and working times.

E. Prepare heat-welded seams with special routing tool supplied for this purpose and heat weld with linoleum welding rod in seams. Use methods and sequence of work in conformance with written instructions of the flooring manufacturer. Finish all seams flush and free from voids, recesses, and raised areas.

F. Provide integral flash cove wall base where shown on the drawings, including cove fillet support strip and top edge cap trim. Construct flash cove base in accordance with the flooring manufacturer's instructions. Heat-weld seams as specified for those on the floor.

3.04 INSTALLATION OF ACCESSORIES

A. Apply top set wall base to walls, columns, casework, and other permanent fixtures in areas where top-set base is required. Install base in lengths as long as practical, with inside corners fabricated from base materials that are mitered or coped.

Tightly bond base to vertical substrate with continuous contact at horizontal and vertical surfaces.

B. Fill voids with plastic filler along the top edge of the resilient wall base or integral cove cap on masonry surfaces or other similar irregular substrates.

C. Place resilient edge strips tightly butted to flooring, and secure with adhesive recommended by the edge strip manufacturer. Install edge strips at edges of flooring that would otherwise be exposed.

3.05 CLEANING

A. Perform initial maintenance according to flooring manufacturer instructions.

4. PART 4 - MEASUREMENT AND PAYMENT (NOT USED)

END OF SECTION 09 65 16

General Decision Number: WA180049 01/12/2018 WA49

Superseded General Decision Number: WA20170049

State: Washington

Construction Type: Building

County: Ferry County in Washington.

BUILDING CONSTRUCTION PROJECTS (does not include single family homes or apartments up to and including 4 stories).

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.35 for calendar year 2018 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.35 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2018. The EO minimum wage rate will be adjusted annually.

Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/05/2018 1 01/12/2018

BRWA0003-002 06/01/2017

Rates Fringes

BRICKLAYER.......................$ 39.46 16.15

BRWA0003-009 06/01/2017

Rates Fringes

TILE SETTER......................$ 27.40 13.50

CARP0001-012 06/01/2017

Rates Fringes

CARPENTER (Including Drywall Hanging and Form Work)...........$ 27.76 16.14

ZONE PAY:

ZONE 1 0-40 MILES FREE

ZONE 2 41-65 MILES $2.25/PER HOUR

ZONE 3 66-100 MILES $3.25/PER HOUR

1/19/2018https://www.wdol.gov/wdol/scafiles/davisbacon/WA49.dvb?v=1

ZONE 4 OVER 100 MILES $4.75/PER HOUR

DISPATCH POINTS:

CARPENTERS/MILLWRIGHTS: PASCO (515 N. Neel Street) or Main Post Office of established residence of employee (Whichever is closest to the worksite).

CARPENTERS: SPOKANE (127 E. AUGUSTA AVE.) or Main Post Office of established residence of employee (Whichever is closest to the worksite).

CARPENTERS: WENATCHEE (27 N. CHELAN) or Main Post Office of established residence of employee (Whichever is closest to the worksite).

CARPENTERS: COEUR D' ALENE (1839 N. GOVERNMENT WAY) or Main Post Office of established residence of employee (Whichever is closest to the worksite).

CARPENTERS: MOSCOW (302 N. JACKSON) or Main Post Office of established residence of employee (Whichever is closest to the worksite).

HAZMAT PROJECTS:

Anyone working on a HAZMAT job (task, where HAZMAT certification is required, shall be compensated at a premium, in addition to the classification working in as follows:

LEVEL D+ $.25 per hour - This is the lowest level of proection. No respirator is used and skin proection is minimal.

LEVEL C+ $.50 per hour - This level uses an air purifying respirator or additional protective clothing.

LEVEL B+ $.75 per hour - Uses same respirator protection as Level A. Supplied air line is provided in conjunction with a chemical "splash suit."

LEVEL A+ $1.00 per hour - This level utilizes a fully encapsulated suit with a self-contained breathing apparatus or a supplied air line.

* ELEC0073-004 01/01/2018

Rates Fringes

ELECTRICIAN......................$ 33.25 18.40

ENGI0370-019 06/01/2015

Rates Fringes

POWER EQUIPMENT OPERATOR

GROUP 1.....................$ 26.16 13.55

GROUP 2.....................$ 26.48 13.55

GROUP 3.....................$ 27.09 13.55

GROUP 4.....................$ 27.25 13.55

GROUP 5.....................$ 27.41 13.55

GROUP 6.....................$ 27.69 13.55

GROUP 7.....................$ 27.96 13.55

GROUP 8.....................$ 29.06 13.55

ZONE DIFFERENTIAL (Add to Zone 1 rate): Zone 2 - $2.00

Zone 1: Within 45 mile radius of Spokane, Pasco, Washington;

Lewiston, Idaho

Zone 2: Outside 45 mile radius of Spokane, Pasco, Washington; Lewiston, Idaho

POWER EQUIPMENT OPERATORS CLASSIFICATIONS

GROUP 1: Rollers, all types on subgrade, including seal and chip coatings

GROUP 2: Fork Lift

GROUP 3: Bulldozer (up to D-6 or equivalent)

GROUP 4: Loaders (overhead & front-end, under 4 yds. R/T)

GROUP 5: Backhoe (Under 45,000 gw); Trackhoe/Excavator (under 3/4 yd.)

GROUP 6: Asphalt Roller; Backhoe (45,000 gw and over to 110,000 gw); Trackhoe/Excavator (3/4 yd. to 3 yd.);

Bulldozer, 834 R/T & similar; Loader Operator (front-end & overhead, 4 yds. incl. 8 yds.); Mechanic

GROUP 7: Backhoe (Over 110,000); Trackhoe/Excavator (3 yds & over) Loaders (overhead & front-end, over 8 yds. to 10 yds.)

GROUP 8: Loaders (overhead and front-end, 10 yards and over)

HAZMAT:

Anyone working on HAZMAT jobs, working with supplied air shall receive $1.00 an hour above classification.

IRON0014-012 07/01/2016

Rates Fringes

IRONWORKER (Ornamental, Reinforcing and Structural)......$ 32.89 24.56

LABO0238-007 06/01/2017

Rates Fringes

Laborer, Mason Tender Brick......$ 26.76 11.30

LABO0238-016 06/01/2017

Rates Fringes

LABORER (Pasco)

GROUP 3.....................$ 27.03 11.30

GROUP 4.....................$ 27.30 11.30

Zone Differential (Add to Zone 1 rates): Zone 2 - $2.00

BASE POINTS: Spokane, Pasco, Lewiston

Zone 1: 0-45 radius miles from the main post office.

Zone 2: 45 radius miles and over from the main post office

LABORERS CLASSIFICATIONS

GROUP 3: Mason Tender-Cement/Concrete; Pipelayer

GROUP 4: Grade Checker

PAIN0005-035 07/01/2015

Rates Fringes

PAINTER (Brush, Roller and Spray)...........................$ 23.05 10.85

PAIN0054-001 06/01/2008

Rates Fringes

DRYWALL FINISHER/TAPER...........$ 22.78 8.88

PAIN0054-004 10/01/2005

Rates Fringes

FLOOR LAYER: Carpet and Vinyl....$ 15.50 4.22

PLAS0072-008 06/01/2017

Rates Fringes

CEMENT MASON/CONCRETE FINISHER...$ 28.23 13.77

Zone Differential (Add to Zone 1 rates): Zone 2 - $2.00

BASE POINTS: Spokane, Pasco, Lewiston, Wenatchee

Zone 1: 0 - 45 radius miles from the main post office

Zone 2: 45 radius miles from the main post office

PLUM0044-011 06/01/2016

FERRY (EASTERN PART)

Rates Fringes

PIPEFITTER.......................$ 38.41 17.74

PLUM0598-019 06/01/2017

FERRY (WESTERN PART)

Rates Fringes

PIPEFITTER.......................$ 49.24 28.79

ROOF0189-001 07/01/2017

Rates Fringes

ROOFER (Includes Roof Tear Off, Waterproofing, and Installation of Metal Roofs).....$ 26.86 11.73

SFWA0699-005 04/01/2017

Rates Fringes

SPRINKLER FITTER (Fire Sprinklers)......................$ 33.20 15.84

SHEE0066-026 06/01/2017

Rates Fringes

SHEETMETAL WORKER (Including HVAC Duct Work)..................$ 29.42 20.84

SUWA2002-004 06/18/2009

Rates Fringes

LABORER: Common or General......$ 16.91 0.00

OPERATOR: Bobcat/Skid Steer/Skid Loader................$ 27.94 0.00

OPERATOR: Crane.................$ 25.53 0.00

PIPE INSULATOR/WRAPPER...........$ 24.21 4.07

PLUMBER..........................$ 35.00 0.00

TRUCK DRIVER, Includes Dump Truck............................$ 23.50 6.87

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

B. Submit a brief report of safety meetings and of inspections.