W50S7Z-20-R-0001_FLOORING PROJECT.pdf

The w ork consist of removing current f loor coating and repainting the f loor at Building 195. The Contractor shall provide all professional service, tools, labor, equipment, material and travel required to remove and repaint current f loor in Building 195.

Location of Work: 159 Fighter Wing, Building 195 - NAS-JRB, New Orleans, LA 70143

NAICS: 238330

Wage Determination: LA2020052 01/24/2020 Magnitude of Construction Project: Betw een $250,000 to $500,000

SMSGT JANICE HILLS 504-391-8371

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

02-Jul-2020

(RFP)

(IFB)

X

CALL:

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

See Item 7

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA

FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance w ithin _______10 calendar days and complete it w ithin ________90 calendar days after receiving aw ard, X notice to proceed. This performance period is mandatory, negotiable. (See _________________________

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________1 copies to perform the w ork required are due at the place specif ied in Item 8 by ___________ local time ______________22 Aug 2020 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.

shall be marked to show the offeror's name and address, the solicitation number, and the date and time of fers are due.

B. An offer guarantee X is, is not required.

C. All offers are subject to the (1) w ork requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than _______60 calendar days for Government acceptance after the date offers are due w ill not be considered and w ill be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

7. ISSUED BY CODE

USPFO LA 159 MISSION SUPPORT CONTRACTING

400 RUSSELL AVE BLDG 473 RM 212

NEW ORLEANS LA 70143-5077

W50S7Z

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

10:00 AM (hour)

Sealed envelopes containing offers

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

8. ADDRESS OFFER TO (If Other Than Item 7)

FAX:TEL: TEL: FAX:

W50S7Z20R0001 73

20B. SIGNATURE

(REV. 4-85)STANDARD FORM 1442 BACK

TO SIGN

NSN 7540-01-155-3212

SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)

CODE FACILITY CODE

17. The offeror agrees to perform the w ork required at the prices specif ied below in strict accordance w ith the terms of this solicitation, if this offer is accepted by the Government in w riting w ithin ________ calendar days after the date offers are due.

the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE SCHEDULE OF PRICES

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

OFFER (Type or print)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified)

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

CODE27. PAYMENT WILL BE MADE BY:26. ADMINISTERED BY

(Include ZIP Code)14. NAME AND ADDRESS OF OFFEROR 15. TELEPHONE NO. (Include area code)

See Item 14

(Include only if different than Item 14)16. REMITTANCE ADDRESS

30B. SIGNATURE

29. AWARD (Contractor is not required to sign this document.)

document and return _______ copies to issuing office.) Contractor agrees Your of f er on this solicitation, is hereby accepted as to the items listed. This award con-to f urnish and deliv er all items or perf orm all work, requisitions identif ied summates the contract, which consists of (a) the Gov ernment solicitation and on this f orm and any continuation sheets f or the consideration stated in this y our of f er, and (b) this contract award. No f urther contractual document is contract. The rights and obligations of the parties to this contract shall be necessary .

gov erned by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certif ications, and specif ications or incorporated by ref er-ence in or attached to this contract.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER (Type or print)

30C. DATE

(Type or print)

TEL: EMAIL:

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this28. NEGOTIATED AGREEMENT

(M ust be fully completed by offeror)OFFER

Section 00 01 10 - Table of Contents

TABLE OF CONTENT

TABLE OF CONTENTS

SOLICITATION, OFFER, AND AWARD SF 1442 and SF 1442 BACK

SECTION 00110 - TABLE OF CONTENTS

SECTION 01000 - SOLICIATION

SECTION 02116 - INSTRUCTIONS, CONDITIONS AND NOTICES TO OFFERORS

SECTION 04500 - REPRESENTATIONS & CERTIFICATIONS

SECTION 00700 - CONTRACT CLAUSES

SECTION 00800 - SPECIAL CONTRACT REQUIREMENTS

ATTACHMENT 1 – PLANS AND SPECIFICATIONS Project Name: B195 Flooring Project

EXHIBIT A - Performance Relevancy Questionnaire EXHIBIT B - Subcontractor Information and Consent EXHIBIT C - Reference Questionnaire package

Section 00 10 00 - Solicitation

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job Removing and Repainting Flooring in B195

FFP

Work consist of removing current floor coating and repainting for Building 195.

The Contractor shall provide all professional services, tool, labor, equipment, material and travel required to complete work in accordance with (IAW) the attached Statement of Work (SOW) and Specifications UFGS-09 67 23.15 (Aug 2010) Change 1.

FOB: Destination

SIGNAL CODE: A

PSC CD: Y1EB

NET AMT

0002 1 Each eCMRA

FFP

ENTERPRISE CONTRACTOR MANAGEMENT REPORTING APPLICATION

(eCMRA): The Office of the Assistant Secretary of the Army (Manpower & Reserve Affairs) operates and maintains a secure Army data collection site where the Contractor shall report ALL Contractor manpower (including subcontractor manpower) required for performance of this contract. The Contractor shall completely fill in all the information in the format using the following web address https://ecmra.mil FOB: Destination

0003 1 Each Option 1 - Deletion of #60 Grit

FFP

Deletion of #60 grit broadcast, if determined by government after testing on 100SF 3-coat test patches FOB: Destination

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 N/A N/A N/A N/A

0002 N/A N/A N/A N/A

0003 N/A N/A N/A N/A

Section 00 20 00 - Instructions for Procurement

SOW

STATEMENT OF WORK

FOR

195-HH FLOOR

PAINTING

AT

LOUISIANA

AIR

NATIONAL GUARD

Prepared by:

Civil Engineer

Squadron 27 May

COMEAUX. Digitally signed by

COMEAUX.JON.PA

JON.PAUL.1 UL.1121289365

121289365 Date: 2020.06.24

07:50:53 -05'00'

TABLE OF CONTENTS

I. Scope

A. General Information Pg 3 B. Location Pg 3 C. Description of Work Pg 3 D. Submittals Pg 4 E. Scheduling Pg 5 F. Environmental Considerations Pg 5 G. Clean Up Pg 6

II. General Administrative

A. Work Hours Pg 6 B. Occupancy Pg 7 C. Government Property Pg 7 D. Antiterrorism Pg 8 E. CMRA Pg 8 F. Construction Close-Out Pg 8

III. Attachments

A. Drawings Pg 9 B. Specifications Pg 9 C. Submittals Required Pg 9

IV. Addenda/Change Orders

A. Description of Change Pg 9

I. SCOPE

A. General:

1. The work consists of removing current floor coating and repainting the Bldg. 195 floor and Hush House (Bldg. 189). Changes and/or modifications must have prior approval from the Contracting Officer. The contractor is responsible for any damages caused to government facilities. The Contractor is responsible for ensuring proper documentation and vehicle passes for personnel are received in time to avoid any delay in project start of performance. Proper documentation includes personnel attainment of contractor badges and appropriate advance notification to an Air Force Civil Engineer squadron representative for scheduling of escort support. Client will move equipment from areas of work.

2. Period of performance: 90 days from receipt of Notice to Proceed

B. Location:

1. All work on this project is to be performed at NAS JRB for LA Air National Guard, New Orleans, LA 70143.

C. Description of Work:

1. The Contractor shall provide all professional services, tools, labor, equipment, materials and travel required to paint an aircraft hangar floor. Contractor shall provide manufacturer, model number and specs on materials prior to installation for approval.

The Contractor shall provide all equipment necessary to complete service to include paint spray machines, water tanks, cleaning equipment, and any relevant equipment.

The below work shall be done in accordance with all relevant codes, regulations and manufacturer requirements.

Division 01 General Conditions:

The Prime Contractor and all subcontractors shall be responsible for access to NASJRB, by means of DBIDS or short term extended pass through Navy Security. When on the installation the Contractor Superintendent shall check in with LA ANG Security Forces at Building 186 (Alert Facility) before every work day. All contractors shall provide photo identification and receive Contractor’s badge. Contractor Superintendent must then report to Production Control located at Building 473 (Civil Engineering).

o Contractors must visibly wear their badge at all times during working hours. Contractors cannot work without it. Badge must be placed above waist over working garments. If badge is misplaced or lost, it must be report it to Security Force at Building 186 (Alert Facility).

Division 02 Existing Conditions:

Contractor to make an assessment of all existing conditions.

Remove existing floor coating system, approximately 18,000SF, contractor to verify at site visit.

Floor in bldg. 195 north bay requires “foam jacking” to stabilize foundation prior too coating

Division 09 Finishes:

Specification Section 09 067 23.15 Fuel Resistive Resinous Flooring, 3- Coat System (see attachment) addresses all requirements unless stated additionally in this section of the Statement of Work.

Existing coating system will be fully removed by grinding and any other necessary means outlined in attached specification.

Exposed concrete will be shot blasted in accordance with Section 3.6 of the specification and then degreased in accordance with Section 3.4.

Joints will be removed, sawed and repaired as necessary, and cleaned. New backer rod and sealant will be installed after floor coating system has been installed. Sealant must meet Fed Spec SS-S-200E: Pre-approved sealants – Sikaflex-68 TF, Pacific Polymers Elasto-thane 200, Polycoat Products Poly- Caulk JF, W.R. Meadows Poly-Jet 200-E.

Main floor to be light gray, all current markings on floor are to be reproduced in new floor.

Top coat of floor coating system must have a minimum coefficient of friction of .65 as measured on the James Test without grit added.

#60 grit as described in specification will be BROADCAST at a rate of 1.75lb per 100SF into the second coat, see section 3.9.2.

Two 100SF 3-coat test patches will be done, one with grit broadcast and one without for government testing. Patches may be kept as part of final system provided it matches into final finish seamlessly.

Quality assurance is to be provided by coating system manufacturer representative or manufacturer recommendation.

All testing specified in Specification Section 09 067 23.15 will be followed.

Add Vapor reduction Primer , floors have been found to fail the moister test

Option #1:

Deletion of #60 grit broadcast, if determined by government after testing on 100SF 3-coat test patches.

D. Submittals

1. In general, for each facet of construction, the Contractor shall submit 1 electronic copy (PDF) of material samples, related calculations and a numbered fillable PDF

AF3000 to the Contracting Officer (KO) for approval a minimum of 7 calendar days prior to procurement and placement of that particular material and construction respectively. Simple material submittals will be reviewed by the technical representative and returned to the KO within 5 government working days. Submittals requiring multiple level reviews such as environmental, design, calculations, etc. will be reviewed and returned to the KO within 7 government working days. Upon final approval the Contractor shall commence with the procurement and construction activity accordingly.

2. Physical sample submittals will be expressly mentioned by item below:

N/A

3. All material and articles requiring approval, as contemplated by the Materials and Workmanship clause, shall be submitted by the Contractor using the AF Form 3000, or automated equivalent. Any material used without or before Government approval is subject to removal, at no cost, if directed by the KO.

4. Submittals are required for all related materials and equipment that the Contractor intends to use for this project. The Contractor shall prepare and submit a materials and equipment listing of any items procured locally for project requirements. Specific items on the listing shall be selected for inspection. This does not include manufacturer recommended equipment and materials. Utilization of any parts and materials for this project will be at the Contractor’s risk if there is no prior submittal approved for such items and materials. The LA Air National Guard obtains the right to stop the Contractor and request the removal of any equipment and/or material utilized without prior approval by the LA ANG technical representatives.

5. Project specific Submittals will be detailed out in Section III (C).

E. Scheduling

1. Contractor will submit a Plan/Schedule that includes minimal milestones detailing various stages of construction and phasing, lead time of new materials and installation to the Government for review prior to performing the associated work. Weekly updates shall be provided to the KO.

2. No work shall commence until the Government has approved the schedule at the Pre-Construction Meeting or at a pre-determined time.

F. Environmental Considerations

1. Protection of Human Health and the Environment: It is intended that land resources within the project boundaries be preserved or restored to a condition that appears natural and is protective of human health and the environment. To meet that goal the contractor is responsible for conforming to the following procedures listed.

2. In the event the Contractor brings any hazardous materials onto LA Air National Guard, the Contractor shall notify the KO of the approximate quantities of the materials to be used on the project and will supply a material Safety Data Sheet (SDS) of those materials in English.

3. The Contractor shall be responsible for maintaining the work site to prevent the spread of contamination, provide for the safety of all individuals in the vicinity of the work site areas, and prevent the release of any contaminants to the environment. Any tanks or drum containers used by the Contractor on LA Air National Guard property to store hazardous materials, including petroleum products, will be stored within secondary containment structures capable of holding a volume of 110% of the largest container.

4. All mud, dirt, debris, foreign objects, trash, or spills (including from Sub- Contractors and suppliers) on a street or parking lot, used as access to the work site or staging area shall be cleaned off the same day or as soon as practicable or requested by the KO.

5. The Contractor shall immediately report to the KO to discuss any issues or incidents which may indicate potential imminent risk to contracted, federal, or local personnel, the public at large, or the environment. Following the notification, the Contractor shall be available to the KO for instructions regarding remediation of the release. Contractor should be aware of “you spill, you dig” policies related to working on LA Air National Guard and be prepared to respond to a release caused by the Contractor’s personnel.

6. To report a release or spill, contact the KO as soon as possible with the following:

Your name, organization and telephone number Name/address of the party responsible for the incident Date and time of the incident Location of incident Sources and cause of the release or spill Type and quantity of material released or spilled Danger or threat posed by release or spill Number and type of injuries (if any)

7. The Contractor shall comply with all applicable U.S. Air Force, Federal, and State environmental statutes and regulations.

G. Clean Up

1. Do not dispose of rubbish and debris into any waste receptacle on NAS JRB New Orleans (LA ANG).

2. Do not allow accumulation of rubbish or debris in parking lots or on planted materials or grass.

3. Materials that cannot be removed daily shall be stored in areas specified by the Contracting Officer.

4. Comply with federal, state, and local hauling and disposal regulations. The Contractor shall haul waste from the LA ANG site to an appropriate disposal site. All debris will be removed from the site (Contractor is responsible for dump locations and fees).

5. Contractor is responsible for daily clean-up.

6. Contractor is responsible for repair cost incurred as a result of all damage to any facilities on LA ANG.

7. The use of burning at the project site for the disposal of refuse and debris will not be permitted.

8. The job site will be returned the same general condition that it was in prior to any construction done to the job site. This includes, but in not limited to re-sodding disturbed grass, removal of extra fill, removal of demolished building materials, etc.

9. The Contractor shall be responsible for all clean-up before substantial completion.

II. GENERAL ADMINISTRATIVE

A. Work Hours

1. Standard work hours for this project are the base normal work hours of 7:00 AM to 4:30 PM, local time, Tuesday through Friday. Work must stop on official Government holidays and work curtailment days, unless specifically approved in advance.

2. Recognized Federal Holidays:

New Year’s Day Birthday of Martin Luther King, Jr.

President’s Day Memorial Day Independence Day Labor Day Columbus Day Veterans Day Thanksgiving Day Christmas Day

3. Alternate work hours, such as Monday through Friday or weekends, must be submitted in writing 4 work days before the date desired.

4. To work special hours or days such as to continue exterior painting until dark, request verbal approval from the Contracting Officer at least 4 hours in advance.

5. The Government reserves the right to refuse these requests. However, they will usually be approved unless they negatively affect the base or the using activity. For example, the using activity may have difficulty paying overtime for escorts in controlled areas. In addition, work requiring inspector presence such as building erection may not be possible outside normal hours on short notice. Digging outside of normal hours will normally not be approved.

B. Occupancy

1. The Government will continue to operate in the work site/building unless specified otherwise. Contractor will have access to the area and shall coordinate with the Building Manager and the Contracting Officer Representative a schedule to allow the continued flow of work for both the Government and Contractor.

2. Laydown area or storage space will be determined at the Pre-Construction Meeting prior to start of construction.

C. Government Property

1. Use of government equipment and tools for the construction project is not allowed.

Contractor is to provide all necessary equipment and tools for completing the project.

2. Government furnished equipment or furniture to be installed by Contractor will be described in the Scope Section C and identified by item below:

Not Applicable

3. Government provided utilities for use by the Contractor are limited to electricity to run small power tools on site and water and sewage for incidental clean-up.

D. Anti-terrorism

1. All Contractor employees, including Sub-Contractor employees, requiring access to Government Installations, Facilities and Controlled Access areas, shall complete AT Level I awareness training within 10 calendar days after contract start date or effective date of incorporation of this requirement into the contract, whichever is applicable, Certificates of completion for each affected Contractor employee and Sub-Contractor employee will be maintained by the COR or Antiterrorism Representative. AT level I Awareness Training is available at the following website: http://jCO.jten.mil

E. CMRA

1. The Office of the Assistant Secretary of the Army (Manpower &Reserve Affairs) operates and maintains a secure Army data collection site where the Contractor shall report ALL Contractor manpower (including Sub-Contractor manpower) required for performance of this contract. The Contractor shall completely fill in all the information in the format using the following web address:

https://armycmra.dmdc.osd.mil/Login.aspx

F. Construction Close-Out

1. Upon Final Inspection, Government will provide the Contractor the Final Acceptance Letter.

2. Upon completion, the Contractor shall provide the Contracting Officer with two (2) bound sets containing maintenance, repair and operating instructions and parts lists for each piece of installed equipment and one (1) digital set (PDF) on a CD. Additionally, one (1) digital and one (1) hard copy of As-Built drawings must be provide as well.

3. In addition to the specific guarantees required by the specifications for certain portions of the work to be performed under this Contract, the Contractor shall furnish a written warranty for all of the work to be performed under this Contract, against defects in materials or workmanship for a minimum period of three (3) years from the date of final acceptance of the completed work by the Government. All work including workmanship, material, and equipment (other than Government furnished equipment) shall be warranted for the full period of standard manufacturer’s warranty, but in no case shall be warranted for a period of less than three (3) years upon notice from the Contracting Officer of any failure during this warranty period. The part or parts shall be replaced promptly with new parts by and at the expense of the Contractor.

Whenever the manufacturer of a piece of equipment supplied by the Contractor customarily provides a warranty covering the equipment, the Contractor shall promptly turn over such to the Contracting Officer.

4. In addition to the general warranty required by the contract, the O&M manuals shall include any specific warranties required by other sections of the TECHNICAL SPECIFICATIONS and other warranties normally provided with the particular piece of equipment or system. Extended warranties normally provided by manufacturers that are beyond the warranty of construction shall be specifically noted. The O&M manuals shall also include a specific warranty section itemizing all standard and extended warranty items. The warranty list shall contain the information indicated below.

Warranties will not begin until the Government accepts the facility. Copy of warranty shall be included in the manual.

5. Further warranty information, reference: Contract Clause FAR 52.246-12, “Inspection of Construction” and FAR 52.246-21, “Warranty of Construction”.

III. Attachments

A. Drawings

1. HH Floors

2. Building 195 Bay Floors

B. Specifications

1. Specification Section 09 67 23.15

C. Submittals Required

1. Site specific Safety Plan

2. Site specific QC Plan

3. AF Form 66 – provided by Government, will outline further submittal requirements

SECTION 09 67 23.15 Page

4. See Specification 09 67 23.15 Section 1.2

IV. Addenda / Change Orders

A. Description of Change

1. Not Applicable

ATTACHMENT 1: SPECS

USACE / NAVFAC / AFCEC / NASA UFGS-09 67 23.15 (August 2010)

Change 1 - 08/17

Preparing Activity: NAVFAC Superseding UFGS-09 67 23.15 (February 2010)

UNIFIED FACILITIES GUIDE SPECIFICATIONS

References are in agreement with UMRL dated July 2018

SECTION TABLE OF CONTENTS

DIVISION 09 - FINISHES

SECTION 09 67 23.15

FUEL RESISTIVE RESINOUS FLOORING, 3-COAT SYSTEM

08/10

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 QUALITY ASSURANCE

1.3.1 Test Reports

1.3.1.1 Joint Sealant

1.3.1.2 Thin Film Flooring System

1.3.1.3 Primer

1.3.1.4 Urethane Topcoat

1.3.1.5 Daily Inspection Report

1.3.2 Certificates

1.3.2.1 Work Plan

1.3.2.2 Flooring System Applicator Qualifications

1.3.2.3 Joint Sealant

1.3.2.4 Thin Film Flooring System

1.3.2.5 Warranty

1.3.3 Product Data

1.3.3.1 Joint Sealant

1.3.3.2 Thin Film Flooring System

1.3.3.3 Water-Based Alkaline Degreaser

1.4 DELIVERY, STORAGE, AND HANDLING

1.5 COATING HAZARDS

1.6 JOB SITE REFERENCES

1.7 PATCH TEST DEMONSTRATION

PART 2 PRODUCTS

2.1 JOINT SEALANT

2.2 THIN FILM FLOORING SYSTEM

2.2.1 Primer Coat

2.2.2 Urethane Topcoat

2.3 WHITE ALUMINUM OXIDE NON-SKID GRIT

2.4 PREAPPROVED MATERIALS

PART 3 EXECUTION

3.1 COATING SAMPLE COLLECTION

3.2 TILE AND TILE ADHESIVE REMOVAL

3.3 JOINT MATERIAL REMOVAL, RE-SAW CUTTING, CRACK CHASING

3.4 DEGREASING

3.5 COATING SYSTEM REMOVAL

3.6 SURFACE PREPARATION

3.7 JOINT TREATMENT

3.7.1 Install Backer Rod

3.7.2 Sealant Application

3.8 PRE-APPLICATION TESTING FOR CONTAMINATION

3.9 COATING APPLICATION

3.9.1 Primer Application

3.9.2 Non-Skid Grit Broadcast

3.9.3 Application of Topcoats

3.9.3.1 First Topcoat

3.9.3.2 Second Topcoat

3.9.3.3 Walkway Stripe and Grounding Rod Markings

3.10 CURING

3.11 FIELD TESTS AND INSPECTION

3.11.1 Coating Inspector

3.11.2 Inspection

3.11.2.1 Daily Inspection Report

3.11.2.2 Inspection Logbook

3.11.2.3 Inspection Equipment

3.11.3 Adhesion Testing

3.12 FINAL CLEANUP

-- End of Section Table of Contents --

PART 1 GENERAL

1.1 REFERENCES

NOTE: This paragraph is used to list the publications cited in the text of the guide specification. The publications are referred to in the text by basic designation only and listed in this paragraph by organization, designation, date, and title.

Use the Reference Wizard's Check Reference feature when you add a Reference Identifier (RID) outside of the Section's Reference Article to automatically place the reference in the Reference Article. Also use the Reference Wizard's Check Reference feature to update the issue dates.

References not used in the text will automatically be deleted from this section of the project specification when you choose to reconcile references in the publish print process.

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

ASTM INTERNATIONAL (ASTM)

ASTM C679 (2003; E 2009; R 2009) Tack-Free Time of

Elastomeric Sealants

ASTM C884/C884M (2016) Standard Test Method for Thermal Compatibility between Concrete and Epoxy-Resin Overlay

ASTM D1308 (2013) Effect of Household Chemicals on

Clear and Pigmented Organic Finishes

ASTM D2240 (2015; E 2017) Standard Test Method for Rubber Property - Durometer Hardness

ASTM D2370 (1998; R 2010) Tensile Properties of

Organic Coatings

ASTM D2621 (1987; R 2016) Standard Test Method for Infrared Identification of Vehicle Solids from Solvent-Reducible Paints

ASTM D2697 (2003; R 2014) Volume Nonvolatile Matter in Clear or Pigmented Coatings

ASTM D3335 (1985a; R 2014) Low Concentrations of Lead, Cadmium, and Cobalt in Paint by Atomic Absorption Spectroscopy

ASTM D3718 (1985a; R 2015) Low Concentrations of

Moisture Vapor Emission Rate of Concrete Subfloor Using Anhydrous Calcium Chloride

INTERNATIONAL CONCRETE REPAIR INSTITUTE (ICRI)

ICRI 03732 (1997) Selecting and Specifying Concrete

Surface Preparation for Sealers, Coatings, and Polymer Overlays

SOCIETY FOR PROTECTIVE COATINGS (SSPC)

SSPC-TU 2/NACE 6G197 (1997) Design, Installation, and

Maintenance of Coating Systems for Concrete Used in Secondary Containment

U.S. GENERAL SERVICES ADMINISTRATION (GSA)

FED-STD-595 (Rev C; Notice 1) Colors Used in

Government Procurement

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1910.1000 Air Contaminants

29 CFR 1910.134 Respiratory Protection

29 CFR 1926.59 Hazard Communication

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are [for Contractor Quality Control

Chromium in Paint by Atomic Absorption Spectroscopy

ASTM D3925 (2002; R 2015) Sampling Liquid Paints and Related Pigmented Coatings

ASTM D412 (2016) Standard Test Methods for Vulcanized Rubber and Thermoplastic Elastomers - Tension

ASTM D4541 (2017) Standard Test Method for Pull-Off Strength of Coatings Using Portable Adhesion Testers

ASTM D6237 (2009; R 2015) Painting Inspectors (Concrete and Masonry Substrates)

ASTM D638 (2014) Standard Test Method for Tensile Properties of Plastics

ASTM E11 (2016) Standard Specification for Woven Wire Test Sieve Cloth and Test Sieves

ASTM F1869 (2016) Standard Test Method for Measuring approval.][for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.] Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance to Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-04 Samples

Joint Sealant; G[, [ ]]

Thin Film Flooring System; G[, [ ]]

White Aluminum Oxide Non-Skid Grit; G[, [ ]]

SD-06 Test Reports

Thin Film Flooring System; G[, [ ]]

Primer; G[, [ ]] Urethane Topcoat; G[, [ ]] White Aluminum Oxide Non-Skid Grit; G[, [ ]] Patch Test Demonstration; G[, [ ]] Daily Inspection Report; G[, [ ]] Adhesion Testing; G[, [ ]]

SD-07 Certificates

Work Plan; G[, [ ]]

Flooring System Applicator Qualifications; G[, [ ]]

Thin Film Flooring System; G[, [ ]] Warranty; G[, [ ]]

SD-08 Manufacturer's Instructions Joint Sealant; G[, [ ]] Thin Film Flooring System; G[, [ ]] Water-Based Alkaline Degreaser; G[, [ ]]

SD-11 Closeout Submittals

Inspection Logbook; G[, [ ]]

1.3 QUALITY ASSURANCE

1.3.1 Test Reports

1.3.1.1 Joint Sealant

Submit test results that confirm sealant complies with the requirements of Table Ia. Samples must have been tested within the last three years.

1.3.1.2 Thin Film Flooring System

Submit test results that confirm the thin film flooring system complies with the requirements of Table Ib. Samples must have been tested within the last three years.

1.3.1.3 Primer

Submit test results that confirm the primer complies with the requirements of Table Ic. Samples must have been tested within the last three years.

1.3.1.4 Urethane Topcoat

Submit test results that confirm the urethane topcoat complies with the requirements of Table Id. Samples must have been tested within the last three years.

1.3.1.5 Daily Inspection Report

Submit one copy of the daily inspection report to the Contracting Officer within 24 hours of the date recorded.

1.3.2 Certificates

1.3.2.1 Work Plan

Submit schedule to complete work within approximately twelve (12) consecutive days. Submit a written plan describing in detail all phases of coating operations. Address work sequencing, surface preparation, flooring system application, recoat and cure time projections, as well as how each step will be controlled, tested, and evaluated. Address safety measures, work scheduling around weather, and record keeping. Assign one supervisor to the job who is to remain at the site throughout all phases of work and who is to act as the contractor's primary point of contact. Identify this person in the submitted schedule.

1.3.2.2 Flooring System Applicator Qualifications

Minimum requirements for the installation contractor are as follows:

Completed three or more jobs within the past two years applying the specified materials to concrete surfaces in which the total area exceeds 18,587 square meters 200,000 square feet. Submit documentation listing location of work, point of contact at job site, total square footage of applied materials, listing of both materials and equipment used, and validation from coating manufacturer documenting quality of materials purchased per job for work totaling 18,587 square meters 200,000 square feet within the past two years. In addition to the above requirements, be certified by the material manufacturer(s) to install the submitted coatings and sealant. Submit copy of certificates.

1.3.2.3 Joint Sealant

Submit literature documenting the past performance of the sealant's use in automotive and/or aircraft maintenance shops. Minimum requirements are

SECTION 09 67 23.15 Page 7 two or more maintenance shops with joint work totaling 3,048 linear meters 10,000 linear feetwhere the sealant has performed for two years with less than 1 percent combined sealant failures and defects. List location of shops, total linear feet of sealant applied per shop, shop point of contact, date sealant was applied, and the name of the installed sealant material.

1.3.2.4 Thin Film Flooring System

Submit literature documenting the past performance of the coating system's use in aircraft maintenance shops and over floors with high rates of Moisture Vapor Emission (MVE). Minimum requirements are two or more aircraft maintenance shops totaling 3,160 square meters 34,000 square feet where the coating system has performed for two years with less than 0.05 percent combined premature coating failures, material defects and surface discoloration; no more than 0.03 percent discoloration from aviation chemicals, tire plasticizers, and UV exposure. Provide a minimum of two additional case histories where successful installation occurred on floor slabs with no less than 197.0 micrograms moisture per second, square meter 3.5 pounds moisture per 24 hours, 1000 square feet. List location of shops, total coated area per shop, shop point of contact, date coating system was applied, successful installation to concrete with high MVE, and the names of the installed coating materials.

1.3.2.5 Warranty

Warrantee materials and workmanship for a minimum period of one year following coating and sealant application. The following terms and conditions form a part of the warranty: If the applied coating system develops either blisters (chemical), checks, softening, or lifting within one year following application, rework each area at contractor's expense.

The following conditions are excluded from the warranty: A) concrete cracking, flooring system mirrors cracks in concrete; B) cosmetic imperfections due to scratching and gouging; C) application to metallic concrete finishes ; and D) application to concrete with a rate of Moisture Vapor Emission (MVE)greater than 197.0 micrograms moisture per second, square meter 3.5 pounds moisture per 24 hours, 1000 square feet. If the coating system's adhesion is in question, perform one adhesion test per 9.3 square meters 100 square feet as described in the Article entitled "ADHESION TESTING." To satisfy the warranty, each adhesion test shall produce cohesive failures, concrete removal over 95 percent of each pull-off coupon, and/or adhesion no less than 2.8 MPa 400 psi. Require two additional adhesion tests to confirm results for each area failing to meet adhesion requirements. Within the warranty period, remove to sound material and rework all areas unable to meet adhesion requirements. There shall be zero percent sealant failures within one year. Within the warranty period, remove and rework all sealant material with chemically attacked surfaces and/or lifting from joint walls. Topcoat cracking over sealant is excluded from warranty.

1.3.3 Product Data

1.3.3.1 Joint Sealant

Submit manufacturer's printed instructions to include detailed application procedures, minimum and maximum application temperatures, and curing procedures. In accordance with 29 CFR 1926.59, include Safety Data Sheets (SDS) for the sealant to be used at the job site.

SECTION 09 67 23.15 Page 8

1.3.3.2 Thin Film Flooring System

SECTION 09 67 23.15 Page 9

Submit manufacturer's printed instructions to include detailed mixing, minimum and maximum application temperatures, acceptable atmospheric and/or interior climatic conditions, application procedures, curing procedures, and procedures for maintenance cleaning of flooring system. Provide explicit instructions detailing surface preparation, recoat windows and remedial actions in case recoat windows are missed, and, if applicable, solvent-wiping between coats with acceptable types and grades of solvents.

In accordance with 29 CFR 1926.59, include SDSs for the coatings to be used at the job site.

1.3.3.3 Water-Based Alkaline Degreaser

Submit manufacturer's printed instructions to include detailed mixing, rate of dilution, application procedures, and rinsing procedures. In accordance with 29 CFR 1926.59, include SDSs for the water-based alkaline degreaser to be used at this job site.

1.4 DELIVERY, STORAGE, AND HANDLING

Store coatings and sealant in spaces with temperatures from 5 degrees C 40 degrees F to 24 degrees C 75 degrees F. Inspect materials on site for damage prior to use. Return to manufacturer packaged materials in dented, rusty, or leaking containers. Conduct testing by manufacture of returned materials with an expired shelf life and if compliant, reissue a shelf life extension.

1.5 COATING HAZARDS

Ensure that employees are trained in all aspects of the safety plan.

Follow the coating manufacturer's written safety precautions throughout mixing, application, and curing of coatings. Comply with respiratory protection requirements in 29 CFR 1910.134 and safe levels of airborne contaminants in 29 CFR 1910.1000.

1.6 JOB SITE REFERENCES

Make available to the Contracting Officer at least one copy each of ASTM D4541, ASTM D6237, SSPC-TU 2/NACE 6G197, and ICRI 03732, including replica standards ICRI 03732 CSP 1 through CSP 9, at the job site.

1.7 PATCH TEST DEMONSTRATION

Prior to the submitted flooring system's approval, apply the complete coating system to a 3 meter by 3 meter 10 foot by 10 foot square section of concrete as prepared in accordance with Part 3 "EXECUTION." Within this area, perform three adhesion tests as described in the Article entitled "ADHESION TESTING." If adhesion testing produces cohesive failures within the concrete, no less than 1 mm 40 mils concrete removed over 95 percent of each pull-off coupon, and/or adhesion more than 2.75 MPa400 psi, patch test adhesion is acceptable. If concrete surface preparation was insufficient, apply an additional coating system patch to properly prepared concrete

SECTION 09 67 23.15 Page 10 followed by the above adhesion testing. If adhesion results are unacceptable for both the topcoats and the primer, submit a new coating system manufactured by a different coating vendor. Apply a patch of the new coating system and subject patch to the above requirements for adhesion prior to approval. If customer dislikes non-skid grit application, adjustments to the specifications can be made. Grit coarser than #60 aluminum oxide is not recommended.

PART 2 PRODUCTS

2.1 JOINT SEALANT

Formulate the joint sealant to exhibit the properties as listed in Table Ia.

2.2 THIN FILM FLOORING SYSTEM

A three-coat industrial flooring system consisting of primer and two urethane topcoats. Apply the coating system at a Dry Film Thickness (DFT) ranging from 325 to 500 microns 13 to 20 mils and contain a broadcast of aluminum oxide non-skid grit. Formulate the complete flooring system to exhibit the properties as listed in Table Ib. Additional requirements for primer coat and urethane topcoat are listed in the following sub-paragraphs.

2.2.1 Primer Coat

In addition to the requirements of the thin film flooring system, formulate the primer coat to exhibit the properties as listed in Table Ic.

2.2.2 Urethane Topcoat

In addition to the requirements of the thin film flooring system, formulate the urethane top coat to exhibit the properties as listed in Table Id.

2.3 WHITE ALUMINUM OXIDE NON-SKID GRIT

Size #60, dust free (washed and dry), minimum 99 percent pure, having the following sieve analysis when tested using a 1000 gram 2.2 pound sample

(ASTM E11):

Sieve No. 40 100 percent passing

Sieve No. 50 15-30 percent retained

Sieve No. 60 70-85 percent retained

Sieve No. 70 0-15 percent retained

SECTION 09 67 23.15 Page 11

2.4 PREAPPROVED MATERIALS

Table II contains a listing of vendors with "preapproved materials."

Other materials may be submitted by must meet the requirements described in this specification, and approved by the government.

PART 3 EXECUTION

3.1 COATING SAMPLE COLLECTION

The Contracting Officer and QC Manager shall witness all material sampling.

Notify the Contracting Officer a minimum of three days in advance of sampling. Obtain liquid samples of each component of primer and topcoat by random selection from sealed containers and in accordance with ASTM D3925.

Samples may be either individual cans of liquid material or 1.0 liter 1.0 quart quantities of properly mixed, extracted, and sealed liquid material.

Identify samples by designated name, specification number, batch number, project contract number, sample date, intended use, and quantity involved.

When the applied coating system has met the requirements defined in the Article entitled "ADHESION TESTING," return coating to the installation contractor for proper disposal.

3.2 TILE AND TILE ADHESIVE REMOVAL

N/A

3.3 JOINT MATERIAL REMOVAL, RE-SAW CUTTING, CRACK CHASING

Remove 100 percent of the existing material in all joints including material bonded to joint walls and base. Rigid material may require the use of saw cutting equipment to remove. Joints may be widened up to 3.2 mm 1/8 inch when re-saw cutting. Chase concrete cracks identified for repair and open to a minimum depth of 12.5 mm 1/2 inch below crack surface with smooth vertical walls.

3.4 DEGREASING

On both coated and uncoated concrete, degrease entire floor by scrubbing using a solution of hot potable water, 49 degrees C 120 degrees F to 77 degrees C 170 degrees F, and a concentrated water-based alkaline degreaser. Perform two complete degreasing cycles on the entire floor surface. Allow solution to soak into surfaces prior to scrubbing and remove using hot potable water under a minimum of

27.6 MPa 4,000 psi. Rinsing is complete when the rinse

water appears clear. If the industrial detergent is not biodegradable, collect all rinse water and dispose as hazardous waste.

Squeegees and shop vacuums may be used to collect pooling rinse water. Fans may be used to aid drying of floor surfaces.

3.5 [COATING SYSTEM REMOVAL

Remove 100 percent of the existing coating system employing one or more of the following techniques: shot blasting, chipping, scraping, sanding, scarification, high pressure water blasting, and various hand tools. The use of impact tools such as scabblers may be used to remove unsound epoxy mortar flooring systems. In general, a coating system cannot be completely removed by shot blasting and, to attain 100 percent coating removal, and requires a combination of the above techniques.

]3.6 SURFACE PREPARATION

Shot blast entire floor to produce a level of coarseness equal to ICRI 03732 CSP 3. Overlap each pass of shot blasting by 6.25 mm 1/4 inches to

12.5 mm

1/2 inches. Add new shot to shot blasting equipment prior to blasting.

Prepare surfaces inaccessible to shot blasting, base of perimeter walls and under secured equipment, using diamond disk grinding and/or light scarification to produce a level of coarseness equal to ICRI 03732 CSP 2 and/or ICRI 03732 CSP 4, respectively. Resulting surfaces shall appear clean and contain the appropriate level of surface coarseness. If the resulting level of cleanliness cannot be determined, place numerous drops of water on surfaces that appear contaminated. If the water drops soak into concrete, the surfaces are free of hydrocarbon contamination (oils, grease, skydrol). If the water drops bead up and do not flatten out, surfaces require additional degreasing as detailed in the Article entitled "DEGREASING." Shot blasting coarse concrete and/or broom finished concrete can produce a level of coarseness equal to ICRI 03732CSP 5: employ a best effort attempt to minimize over shot blasting of coarse concrete. If coarse concrete is encountered, shot blasting to a level of coarseness equal to ICRI 03732 CSP 5 is acceptable: however, extremely coarse concrete can require resurfacing prior to the flooring system's installation.

Sweep, vacuum, and run a high powered magnet over all surfaces to be coated, including joints.

3.7 JOINT TREATMENT

Use the "Conventional Sealed Joint" as detailed in Figure 1 of SSPC-TU 2/NACE 6G197 to seal joints. Employ measures to reduce contamination from equipment and foot traffic. Limit floor access to essential contractor personnel. Confirm joint surfaces are sufficiently clean.

3.7.1 Install Backer Rod

Install a continuous length of round, closed-cell polyethylene backer rod into each joint using a backer rod tool. For 12.5 mm 1/2 inch, 9.4 mm 3/8 inch, and 6.25 mm 1/4 inch wide joints, place backer rod to a depth of 9.4 mm 3/8 inch (depth equals the distance from the concrete's surface to the highest point on the backer rod). For joints greater than or equal to

18.75 mm 3/4 inch width, place backer to a depth of 15.6 mm 5/8 inch below the concrete's surface.Fit backer rod tight between joint walls (30 percent compression). Remove and reinstall all backer rod that is installed using either the incorrect size (loose fit) or at the incorrect depth. Following backer rod installation, apply painter's tape to surfaces adjacent joints to protect from sealant.

3.7.2 Sealant Application

Apply sealant directly into joints using a bulk-caulking gun. At room temperature, the resulting sealant application shall exhibit a concave recess between 3.2 mm 1/8 inch to 1.6 mm 1/16 inch below the concrete's surface. Remove and reapply cured sealant remaining either flush or greater. Following sealant application, remove painter's tape and sealant

SECTION 09 67 23.15 Page 11

SECTION 09 67 23.15 Page 12 drips on concrete surfaces. Cure sealant a minimum of 24 hours, prior to the application of coatings.

3.8 PRE-APPLICATION TESTING FOR CONTAMINATION

Spot check surfaces for oil/grease contamination using the water break test. At a rate of 5 tests per 95 square meters 1000 square feet, place one to two drops of water onto surfaces and observe for beading. Test all other surfaces that show visible signs of potential contamination.Apply additional degreasing techniques to surfaces displaying water beading in accordance with the Article entitled "DEGREASING."

3.9 COATING APPLICATION

Vacuum flooring space one additional time prior to coating application.

3.9.1 Primer Application

Apply primer to flooring space at 175 microns 7.0 mils to 375 microns 15.0 mils Dry Film Thickness (DFT). If the prepared concrete resembles an ICRI 03732 CSP 3 surface, apply the primer at a minimum of 175 microns 7.0 mils DFT. If the prepared concrete resembles an ICRI 03732 CSP 5 surface, apply the primer at a maximum of 375 microns 15.0 mils DFT. The previously applied sealant may be lightly coated.

3.9.2 Non-Skid Grit Broadcast

Broadcast non-skid grit at a rate of 680 grams 1.5 pounds per 9.3 square meters 100 square feet into the second urethane top coat and backroll. Map floor into 55.8 square meter 600 square foot sections where 4080 grams 9.0 pounds of non-skid grit is pre-weighed, placed into clean buckets and used in its entirety per marked 55.8 square meter 600 square foot section.

3.9.3 Application of Topcoats

Apply two coats of urethane topcoat to the epoxy primer and broadcast white aluminum oxide non-skid grit directly into the second urethane topcoat.

3.9.3.1 First Topcoat

Apply a full coat of the urethane topcoat at a spreading rate from 62.5 to 80 microns 2.5 to 3.2 mils Dry Film Thickness (DFT). Stripe coat perimeter edges and around equipment footings. Monitor and record a minimum of one Wet Film Thickness (WFT) reading per 55.8 square meter 600 square feet of floor surface. Sealant is to be lightly coated.

3.9.3.2 Second Topcoat

Apply a second coat of the urethane topcoat at a spreading rate of 62.5 to 80 microns 2.5 to 3.2 mils DFT. Stripe coat perimeter edges and around equipment footings. Monitor and record a minimum of one WFT reading per

55.8 square meters 600 square feet of floor surface prior to broadcasting non-skid grit. When the correct WFT has been applied per 55.8 square meters 600 square feet of area, immediately and evenly broadcast non-skid grit directly into the second topcoat of urethane and backroll in two directions. Test the adhesion of the thin film flooring system in accordance with the Article entitled "ADHESION TESTING."

SECTION 09 67 23.15 Page 13

3.9.3.3 Walkway Stripe and Grounding Rod Markings

SECTION 09 67 23.15 Page 14

Place the walkway stripe and grounding rod markings according to Government drawings, if applicable. When the second topcoat is within its recoat window, apply a walkway stripe of the red/orange urethane topcoat at 75 microns 3.0 mils DFT, completely hiding the top coat, in one coat. If insufficient hiding occurs, apply one additional coat of the walkway stripe. Lightly broadcast non-skid grit into the wet walkway stripe. Use solvent resistant tape to protect the floor coating against stripe coat bleed. A thin clear coat of either epoxy or urethane may be required to prevent stripe coat bleed prior to the full application of the colored stripe coat. Apply grounding rod markings using similar procedures, urethane top coat, and colors and size according to Government drawings.

3.10 CURING

Cure installed materials to display performance equal to manufacturer's product literature.