SP4702-18-R-0514.pdf

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SECTION 07 92 00 Page 1

SECTION 07 92 00

JOINT SEALANTS

01/07

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced.

The publications are referred to in the text by the basic designation only.

AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

ASTM D2369 Epoxy Joint Filler Sealants

1.2 SUBMITTALS

Submit the following in accordance with Section 1330, “Submittal Procedures”.

SD-03 Product Data

Sealants

Primers

Bond Breakers

Backstops

Data for sealants shall include shelf life, recommended cleaning solvents, and instructions for application.

1.3 ENVIRONMENTAL CONDITIONS

The ambient temperature shall be within the limits of 70 and 100 degrees F, 50% relative humidity when sealant is applied.

1.4 DELIVERY AND STORAGE

Deliver material to the job site in unopened manufacturers’ external shipping containers, with brand names, date of manufacture, (color), and material designation clearly marked thereon. Carefully handle and store materials to prevent inclusion of foreign materials or subjection to sustained temperatures exceeding 100 F degrees or less than 0 degrees F.

SECTION 07 92 00 Page 2

PART 2 PRODUCTS

2.1 SEALANTS: EPOXY JOINT FILLER

Provide sealant that has been tested and fount suitable for the substrates to which it will be applied. Sealant shall be Eco-EJF Eco-PJS of Tennant Coating system or approved equal.

MATERIAL PROPERTIES:

Property Test Method Results Percent Solids, by wt

ASTM D2369 A - 100

B - 100

Volatile Organic Compound – VOC

ASTM D3960 Mixed A + B 0 lb/gal)

Shore A Hardness ASTM D2240 90-95 Tensile Strength ASTM D638 1300 psi

Tensile Elongation ASTM D638 45-55% Adhesion to Concrete ASTM D4541 300-350 psi

2.1.1 CONTRACTION & EXPANSION JOINT SEALANT

Sealant shall be Eco-EJF Eco-PJS of Tennant Coating System or approved equal and is a two-component epoxy that cures to a semi-rigid, hard-rubber like resiliency used to fill and protect joints from spalling in warehouse concrete floors that are subject to hard wheels and heavy loads.

2.2 PRIMERS

Provide a non-staining, quick-drying type and consistency recommended by the sealant manufacturer for the particular application.

2.3 BOND BREAKERS

Provide the type and consistency recommended by the sealant manufacturer for the particular applications.

2.4 PREFILL-BACKSTOPS

Prefill up to a ¼” layer of silica sand to hold up Eco-EJF during cure and prevent adhesion to the bottom of the joint. Backstop material shall be compatible with sealant.

Do not use oakum and other types of absorptive materials as backstops.

2.5 CLEANING SOLVENTS

Provide type(s) recommended by the sealant manufacturer.

SECTION 07 92 00 Page 3

PART 3 EXECUTION

3.1 SURFACE PREPARATION

Surfaces shall be clean, dry to the touch, and free from dirt, frost, moisture, grease, oil, wax, lacquer, paint, or other foreign matter that would tend to destroy or impair adhesion. When resealing an existing joint, remove existing caulk or sealant prior to applying new sealant.

3.1.1 Warehouse Concrete Floors: Expansion & Contraction Joints

If dirt, grease, oil and contaminants are present on concrete floors, then scrub with detergent and rinse with clean water to remove. Ensure the joints are clean by running a saw equipped with a diamond blade set to the intended filler depth and vacuum to remove any debris. The saw blade should be run against both sides of the joint. Joint shall be clean and dry.

3.1.2 Aluminum or Bronze Surfaces

NOT USED

3.2 SEALANT PREPARATION

Do not add liquids, solvents, or powders to the sealant. Mix two-component epoxy joint filler in accordance with manufacturer’s written instructions.

3.3 APPLICATION OF EPOXY JOINT FILLER

3.1.1 Joint Width-To-Depth Ratios

a. Acceptable Ratios:

JOINT WIDTH JOINT DEPTH

Minimum Maximum For concrete, masonry, stone:

¼ inch (minimum) 1/2 inch 5/8 inch Over ¼ inch to ½ inch ¼ inch Equal to width Over ½ inch to 2 inches ½ inch 1 inch Over 2 inches (As recommended by sealant manufacturer)

SECTION 07 92 00 Page 4

b. Unacceptable Ratios: Where joints of acceptable width-to-depth ratios have not been provided, clean out joints to acceptable depths and grind or cut to acceptablewidths without damage to the adjoining work. Grinding shall not be required on metal surfaces.

3.3.2 Backstops

Install backstops dry and free of tears or holes. Tightly pack the back or bottom of joint cavities with backstop material to provide a joint of the depth specified. Install backstops in the following locations:

a. Where indicated.

b. Where backstop is not indicated but joint cavities exceed the acceptable maximum depths specified in paragraph entitled, “Joint Width-to-Depth Ratios”.

3.3.3 Primer

Immediately prior to application of the sealant, clean out loose particles from joints.

Where recommended by sealant manufacturer, apply primer to joints in concrete masonry units, wood, and other porous surfaces in accordance with sealant manufacturer’s instructions. Do not apply primer to exposed finish surfaces.

3.3.4 Bond Breaker

Provide bond breakers to the back or bottom of joint cavities, as recommended by the sealant manufacturer for each type of joint and sealant used, to prevent sealant from adhering to these surfaces or breaking bond with surfaces other than those covered by the bond breaker.

3.3.5 Sealants

Provide a sealant compatible with the material(s) to which it is applied. Do not use a sealant that has exceeded shelf life or has jelled and cannot be discharged in a continuous flow from the gun. Apply the sealant in accordance with the manufacturer’s instructions with a gun having a nozzle that fits the joint width. Force sealant after application to ensure adhesion. Sealant shall be uniformly smooth and free of wrinkles. Upon completion of sealant application, roughen partially filled or unfilled joints, apply sealant, and tool smooth as specified.

3.4 PROTECTION AND CLEANING

3.4.1 Protection for Epoxy Joint Filler Sealant

Protect areas adjacent to joints from sealant smears. Allow material to cure 6-8 hours minmum at 75 degrees F.

SECTION 07 92 00 Page 5

3.4.2 Final Cleaning

Upon completion of sealant application, remove remaining smears and stains and leave the work in a clean and neat conditions.

a. Masonry and Other Porous Surfaces: Immediately scrape off fresh sealant that has been smeared on masonry and rub clean with a solvent as recommended by the sealant manufacturer. Allow excess sealant to cure for 24 hours then remove by wire brushing or sanding.

b. Metal or Other Non-Porous Surfaces: Remove excess sealant with a solvent moistened cloth.

3.4.3 Precautions

Apply between 70-95 degrees Fahrenheit. Wear gloves. Read MSDS prior to use or apply.

--END OF SECTION—

SECTION 09 96 56.30 PAGE 1 OF 7

SECTION 09 96 56.30

High-Performance Coatings

Breathable Penetrating Sealer

PART 1 GENERAL

1.1 Scope:

Encapsulants used for floor sealing in plant and industrial areas shall be selected specifically for chemical resistance and ability to withstand heavy traffic (to include forklifts, pallet jacks, and similar). These areas shall be applied with a non-slip grit installed to enhance safety in these areas, particularly in the event of a liquid spill.

Under no circumstances shall these areas have a high gloss product or topcoat installed, as these are contradictory to the primary purposes for the encapsulation.

1.2 SECTION INCLUDES

Section 03 01 30.71 Concrete Rehabilitation

1.3 REFERENCE STANDARDS

A. ASTM International (ASTM) (www.astm.org):

1. ASTM C 666-Freeze / Thaw: 1000+ cycles. Passed. 0.0096%

2. Water Absorption: ASTM C642 Phase 1 48 hours: 0.62%; Phase 2 50 days:

1.25

1.4 PREAPPLICATION MEETINGS

A. Convene pre-application meeting 2 weeks before start of application of flooring system.

B. Require attendance of parties directly affecting work of this Section, including Contractor, Contracting Officer, applicator, and manufacturer’s representative.

C. Review materials, moisture testing of concrete, protection of in-place conditions, surface preparation, application, protection, and coordination with other work.

http://www.astm.org/

SECTION 09 96 56.30 PAGE 2 OF 7

1.5 SUBMITTALS

A. Government approval is required for submittals with a “G” designation. Submit the following In accordance with Division 01, Section 01 33 00 SUBMITTAL

PROCEDURES.

B. SD-03 Product Data--G: Submit manufacturer’s product data, including surface preparation and application instructions.

C. SD-04 Samples--G:

1. Colorants Added to Materials--G: Submit manufacturer’s samples of colorants.

2. Flooring Surface---G: Submit manufacturer’s samples of flooring surface showing texture and sheen.

D. SD-07 Manufacturer’s Certification--G: Submit manufacturer’s certification that materials comply with specified requirements and are suitable for intended application.

E. Manufacturer’s Project References: Submit manufacturer’s list of successfully completed resinous flooring system projects, including project name and location, name of architect, and type and quantity of flooring systems furnished.

F. Applicator’s Project References: Submit applicator’s list of successfully completed resinous flooring system projects, including project name and location, name of architect, and type and quantity of flooring systems applied.

G. SD-08 Care and Maintenance Instructions--G: Submit manufacturer’s care and maintenance instructions, including cleaning instructions.

H. SD-11 Warranty Documentation---G: Submit manufacturer’s standard warranty and As-Built Drawings for Government Records.

1.6 QUALITY ASSURANCE

A. Manufacturer’s Qualifications: Manufacturer regularly engaged, for a minimum of 10 years, in the manufacturing of resinous flooring systems of similar type to that specified.

B. Applicator’s Qualifications:

1. Applicator regularly engaged, for a minimum of 5 years, in application of resinous flooring systems of similar type to that specified.

2. Employ persons trained for application of resinous flooring systems.

SECTION 09 96 56.30 PAGE 3 OF 7

1.7 DELIVERY, STORAGE, AND HANDLING

A. Delivery Requirements: Deliver materials to site in manufacturer’s original, unopened containers and packaging, with labels clearly identifying product name, manufacturer, and batch number.

B. Storage and Handling Requirements:

1. Store and handle materials in accordance with manufacturer’s instructions.

2. Keep materials in manufacturer’s original, unopened containers and packaging until application.

3. Store materials in clean, dry area indoors between 65 and 90 degrees F (18 and 32 degrees C).

4. Store materials out of direct sunlight.

5. Keep materials from freezing.

6. Protect materials during storage, handling, and application to prevent contamination or damage.

1.8 AMBIENT CONDITIONS

A. Apply flooring system under the following ambient conditions:

1. Ambient, Concrete Floor, and Material Temperatures: Between 65 and 90 degrees F (18 and 32 degrees C).

2. Relative Humidity: Maximum 80 percent.

3. Dew Point: Floor temperature more than 5 degrees over dew point.

B. Do not apply flooring system under ambient conditions outside manufacturer’s limits.

PART 2 PRODUCTS

2.1 MANUFACTURERS

A. Manufacturer: Concrete Sealer USA, P.O. Box 1223, Brookfield, WI 530008- 1223. 800-424-9300. www.concretesealerusa.com or approved equal.

B. Single Source: Provide materials from single manufacturer.

2.2 BREATHABLE PENETRATING SEALER

Sealer shall be Product No. PS102 Siliconate Multi-Surface (Rough) WB Penetrating Sealer from above manufacturer or approved equal which is a http://www.concretesealerusa.com/

SECTION 09 96 56.30 PAGE 4 OF 7

chemically reactive deep penetrating siliconate sealer that permanently fuses within porous substrates of broom finished concrete and concrete block to significantly increase surface strength, combat freeze/thaw damage, reduce scaling and spalling, impart water repellence, and limit penetration of stains and damaging impurities such as oil, gas, grease and salt. It shall have capacity to block efflorescence and dusting, retards mold and mildew, and restricts moisture absorption. It shall be breathable with minimal impact to traction coefficient.

PS102 creates a cross-linked insoluble methyl-silicone internal membrane that will wear away only if the substrate itself wears away below sealer penetration. PS102 also contains film forming polymers for enhanced curing of broom finished concrete by allowing the slow release of moisture during the curing process while maintaining excellent breathability. The film forming polymers also provide superior freeze/ thaw protection in harsh climates. PS102 has a light milky appearance. Upon proper application, the substrate will have little, or no, noticeable change in appearance when dry. Color tints shall be selected from standard color chart of the manufacturer.

2.3 Environmental and Regulatory

PS102 complies with EPA, FDA and OSHA strict requirements and contains no solvents and only 8 g/L Volatile Organic Compounds (VOC). This product is considered a non-hazardous chemical under OSHA Hazard Communication Standard (29CFR 1910.1200). Contact may cause skin or eye irritation. Using with adequate air ventilation, eye protection, and gloves is recommended.

2.4 Resinous Flooring System: “Breathable Penetrating Sealer, Product No. PS102 of the specified manufacturer” or approved equal.

2.5 Seal Coat: “Breathable Penetrating Sealer, Product No. PS102 of the specified manufacturer” or approved equal.

A. System Properties:

1. VOC Content: 8 g/L.

2. Boiling Point: 212 degrees F

3. PH: 11.5

4. Evaporation Rate: Similar to water

5. Water Absorption: ASTM C642 Phase 1 48 hours: 0.62%; Phase 2 50 days:

1.25%

SECTION 09 96 56.30 PAGE 5 OF 7

2.6 ACCESSORIES

A. Repair Materials for Existing Concrete Floors:

1. Minor Patching and Small Cracks: See Section 03 01 30.71 Concrete

Rehabilitation

PART 3 EXECUTION

3.1 EXAMINATION

A. Examine concrete surface to receive sealing system.

B. Verify concrete is structurally sound.

C. Moisture Testing of Concrete: Perform at least one of the following two tests to determine moisture in concrete.

1. Calcium Chloride Test:

a. Measure moisture vapor emission rate of concrete in accordance with

ASTM F 1869.

b. Application of flooring system can start only if test results are below 5 pounds per 1,000 square feet (2.3 kg/92.9 m2) over a 24-hour period.

c. If test results are above limits, notify Government and flooring system manufacturer.

2. In-Situ Probe Test:

a. Measure relative humidity in concrete in accordance with ASTM F 2170.

b. Application of flooring system can start only if test results are below 77 percent relative internal concrete humidity.

c. If test results are above limits, notify Government and flooring system manufacturer.

D. Notify Government of conditions that would adversely affect application or subsequent use.

E. Do not begin surface preparation or application until unacceptable conditions are corrected.

3.2 PREPARATION

A. Protection of In-Place Conditions: Protect adjacent surfaces and adjoining walls from contact with flooring system materials.

SECTION 09 96 56.30 PAGE 6 OF 7

B. Surface Preparation:

1. Prepare concrete surface in accordance with manufacturer’s instructions.

2. Remove dirt, dust, debris, oil, grease, curing agents, bond breakers, paint, coatings, sealers, silicones, and other surface contaminants which could adversely affect application of flooring system.

3. Patch depressions, divots, and cracks in concrete in accordance with manufacturer’s instructions.

4. Mechanically remove loose, delaminated, and damaged concrete and repair in accordance with manufacturer’s instructions.

5. Joints: Fill joints in accordance with manufacturer’s instructions.

3.3 APPLICATION

3.3.1 Surface Preparation

The surface must be clean and porous enough to allow penetration into the substrate.

Surfaces should be clean and free of dust, dirt, debris, mildew, oil, grease, curing agents, paint or other surface coatings, and other contaminants. If acid or other cleaning compound is used for cleaning or etching the surface, neutralize the surface completely before application of PS102.

3.3.2 Application

Always test porosity prior to application. Surface should be dry for proper penetration of the sealer. Should not apply to damp or wet surfaces or if rain is expected within 12 hours after application. Product is a one part system and requires no special mixing. Stir material thoroughly before and during application. Do not apply below 40°F or above 100°F during the application and drying period. Apply uniformly with broom or roller while keeping a wet edge. Product should create a slightly white wet surface sheen and fully absorb within 10 minutes without puddles. Puddles should be dispersed as excessive application may result in white residue (especially on darker or colored surfaces) which will not affect sealer performance and generally dissipates over time or by power washing. Generally, only one application is required. For curing new concrete, apply PS102 after all bleed water is gone, finishing is complete, and the concrete will withstand the weight of a person and not be marred. Clean application materials with warm water.

3.3.3 Finish

Flat and clear.

3.3.4 Coverage Rate

SECTION 09 96 56.30 PAGE 7 OF 7

200 sq. ft. /Gal. for broom finished and rough surfaces. Coverage rates are approximate and for estimating purposes only.

3.3.5 Drying Time

Dry to touch in 1-3 hours and for traffic in 6-12 hours. Drying times are for estimating purposes only. Actual drying times are based upon temperature and humidity.

3.3.6 Shelf Life

2 years unopened.

3.3.7 Safety and First Aid Precautions

Eyes: Flush with water for at least 15 minutes.

Skin: Wash thoroughly with soap and water.

Inhalation: Move subject to fresh air.

Digestion: Consult physician immediately.

3.4 PROTECTION

A. Allow flooring system to dry in accordance with manufacturer’s instructions before opening to traffic.

B. Allow flooring system to dry a minimum of 1 week before cleaning by mechanical means.

C. Protect completed flooring system from damage during construction.

END OF SECTION

SECTION 09 96 56.30

High-Performance Coatings

Breathable Penetrating Sealer

PART 1 GENERAL

1.1 Scope:

1.2 SECTION INCLUDES

Section 03 01 30.71 Concrete Rehabilitation

1.3 REFERENCE STANDARDS

A. ASTM International (ASTM) (www.astm.org):

1. ASTM C 666-Freeze / Thaw: 1000+ cycles. Passed. 0.0096%

2. Water Absorption: ASTM C642 Phase 1 48 hours: 0.62%; Phase 2 50 days: 1.25

1.4 PREAPPLICATION MEETINGS

A. Convene pre-application meeting 2 weeks before start of application of flooring system.

B. Require attendance of parties directly affecting work of this Section, including Contractor, Contracting Officer, applicator, and manufacturer’s representative.

C. Review materials, moisture testing of concrete, protection of in-place conditions, surface preparation, application, protection, and coordination with other work.

1.5 SUBMITTALS

A. Government approval is required for submittals with a “G” designation. Submit the following In accordance with Division 01, Section 01 33 00 SUBMITTAL PROCEDURES.

B. SD-03 Product Data--G: Submit manufacturer’s product data, including surface preparation and application instructions.

C. SD-04 Samples--G:

1. Colorants Added to Materials--G: Submit manufacturer’s samples of colorants.

2. Flooring Surface---G: Submit manufacturer’s samples of flooring surface showing texture and sheen.

D. SD-07 Manufacturer’s Certification--G: Submit manufacturer’s certification that materials comply with specified requirements and are suitable for intended application.

E. Manufacturer’s Project References: Submit manufacturer’s list of successfully completed resinous flooring system projects, including project name and location, name of architect, and type and quantity of flooring systems furnished.

F. Applicator’s Project References: Submit applicator’s list of successfully completed resinous flooring system projects, including project name and location, name of architect, and type and quantity of flooring systems applied.

G. SD-08 Care and Maintenance Instructions--G: Submit manufacturer’s care and maintenance instructions, including cleaning instructions.

H. SD-11 Warranty Documentation---G: Submit manufacturer’s standard warranty and As-Built Drawings for Government Records.

1.6 QUALITY ASSURANCE

A. Manufacturer’s Qualifications: Manufacturer regularly engaged, for a minimum of 10 years, in the manufacturing of resinous flooring systems of similar type to that specified.

B. Applicator’s Qualifications:

1. Applicator regularly engaged, for a minimum of 5 years, in application of resinous flooring systems of similar type to that specified.

2. Employ persons trained for application of resinous flooring systems.

1.7 DELIVERY, STORAGE, AND HANDLING

A. Delivery Requirements: Deliver materials to site in manufacturer’s original, unopened containers and packaging, with labels clearly identifying product name, manufacturer, and batch number.

B. Storage and Handling Requirements:

1. Store and handle materials in accordance with manufacturer’s instructions.

2. Keep materials in manufacturer’s original, unopened containers and packaging until application.

3. Store materials in clean, dry area indoors between 65 and 90 degrees F (18 and 32 degrees C).

4. Store materials out of direct sunlight.

5. Keep materials from freezing.

6. Protect materials during storage, handling, and application to prevent contamination or damage.

1.8 AMBIENT CONDITIONS

A. Apply flooring system under the following ambient conditions:

1. Ambient, Concrete Floor, and Material Temperatures: Between 65 and 90 degrees F (18 and 32 degrees C).

2. Relative Humidity: Maximum 80 percent.

3. Dew Point: Floor temperature more than 5 degrees over dew point.

B. Do not apply flooring system under ambient conditions outside manufacturer’s limits.

PART 2 PRODUCTS

2.1 MANUFACTURERS

A. Manufacturer: Concrete Sealer USA, P.O. Box 1223, Brookfield, WI 530008-1223. 800-424-9300. www.concretesealerusa.com or approved equal.

B. Single Source: Provide materials from single manufacturer.

2.2 BREATHABLE PENETRATING SEALER

Sealer shall be Product No. PS102 Siliconate Multi-Surface (Rough) WB Penetrating Sealer from above manufacturer or approved equal which is a chemically reactive deep penetrating siliconate sealer that permanently fuses within porous substrates of br...

2.3 Environmental and Regulatory

PS102 complies with EPA, FDA and OSHA strict requirements and contains no solvents and only 8 g/L Volatile Organic Compounds (VOC). This product is considered a non-hazardous chemical under OSHA Hazard Communication Standard (29CFR 1910.1200). Co...

2.4 Resinous Flooring System: “Breathable Penetrating Sealer, Product No. PS102 of the specified manufacturer” or approved equal.

2.5 Seal Coat: “Breathable Penetrating Sealer, Product No. PS102 of the specified manufacturer” or approved equal.

A. System Properties:

1. VOC Content: 8 g/L.

2. Boiling Point: 212 degrees F

3. PH: 11.5

4. Evaporation Rate: Similar to water

5. Water Absorption: ASTM C642 Phase 1 48 hours: 0.62%; Phase 2 50 days: 1.25%

2.6 ACCESSORIES

A. Repair Materials for Existing Concrete Floors:

1. Minor Patching and Small Cracks: See Section 03 01 30.71 Concrete Rehabilitation

PART 3 EXECUTION

3.1 EXAMINATION

A. Examine concrete surface to receive sealing system.

B. Verify concrete is structurally sound.

C. Moisture Testing of Concrete: Perform at least one of the following two tests to determine moisture in concrete.

1. Calcium Chloride Test:

a. Measure moisture vapor emission rate of concrete in accordance with ASTM F 1869.

b. Application of flooring system can start only if test results are below 5 pounds per 1,000 square feet (2.3 kg/92.9 m2) over a 24-hour period.

c. If test results are above limits, notify Government and flooring system manufacturer.

2. In-Situ Probe Test:

a. Measure relative humidity in concrete in accordance with ASTM F 2170.

b. Application of flooring system can start only if test results are below 77 percent relative internal concrete humidity.

c. If test results are above limits, notify Government and flooring system manufacturer.

D. Notify Government of conditions that would adversely affect application or subsequent use.

E. Do not begin surface preparation or application until unacceptable conditions are corrected.

3.2 PREPARATION

A. Protection of In-Place Conditions: Protect adjacent surfaces and adjoining walls from contact with flooring system materials.

B. Surface Preparation:

1. Prepare concrete surface in accordance with manufacturer’s instructions.

2. Remove dirt, dust, debris, oil, grease, curing agents, bond breakers, paint, coatings, sealers, silicones, and other surface contaminants which could adversely affect application of flooring system.

3. Patch depressions, divots, and cracks in concrete in accordance with manufacturer’s instructions.

4. Mechanically remove loose, delaminated, and damaged concrete and repair in accordance with manufacturer’s instructions.

5. Joints: Fill joints in accordance with manufacturer’s instructions.

3.3 APPLICATION

3.4 PROTECTION

A. Allow flooring system to dry in accordance with manufacturer’s instructions before opening to traffic.

B. Allow flooring system to dry a minimum of 1 week before cleaning by mechanical means.

C. Protect completed flooring system from damage during construction.

END OF SECTION

Defense Logistics Agency Confidential 3/27/2018 Page 1

PROJECT NO. DATE:

PROJECT TITLE:

PRELIMINARY DESIGN X OTHER

GENERAL REQUIREMENTS

NO. OF

UNITS

UNIT OF

MEASURE

PER UNIT TOTAL

UNIT

MANHOUR

TOTAL

MANHOURS

RATE PER

HOUR

Job Conditions Allowance for limited work space & Dust Protection for Data Center Equipment JOB

Project Management, Cordination & Technical Submittals JOB

Regulatory Requirements, Quality Control, testing & Inspection Services JOB

Cleaning and Waste Management-Cleanup of floor area, continuous, per day during construction & rubbish removal from project site M.S.F

Bare Cost to General Contractor = SUBTOTAL

OH

profit bond

TOTAL COST FOR GENERAL

REQUIREMENTS TOTAL

ITEM

QUANTITY MATERIAL LABOR

EQUIP COST

CONSTRUCTION COST ESTIMATE

3-1673 (3 Sheets)

FINAL DESIGN

COST

DRAWING NO.

Clean & Seal Floors, Bldg.23

ARCHITECT/ENGINEER: M. Rustam Ali ESTIMATOR:

CSC-18744

Defense Logistics Agency Confidential 3/27/2018 Page 2

Location: Non-Raised Floor Area # 1

Deconstruction & Cleaning Installation of dust barrier Systems as required

JOB

Concrete Rehabilitation:

Construction of contraction joints by using Eco- EJF Eco-PJS semi-rigid two-component polyurea joint filler material.

LF

Breatheable Penetrating Sealer Coatings Concrete Floor Surface Preparation- Clean dirt, oil, grease & previously coated sealing system includes vacuuming, hauling & disposal off

DSCC.

S.F.

MATERIAL LABOR

COST

3-1673 (3 Sheets)

CSC-18744 DRAWING NO.

ITEM QUANTITY

Defense Logistics Agency Confidential 3/27/2018 Page 3

Application of breathable penetrating sealer Materials @ 200 SF/GAL on cleaned prepared concrete floor with brushes and rollers by trained personnel in accordance with manufacturer's written instructions.

Performance of Field Quality Conrol Tests for the coating systems

Surface Resistivity Tests & Submittal to Government

Job site Restoration Removal of dust barrier Systems. JOB

TOTAL COST FOR AREA 1------ TOTAL

Defense Logistics Agency Confidential 3/27/2018 Page 4

Location: Non-Raised Floor Area # 2

Deconstruction & Cleaning

Installation of dust barrier Systems as required

Concrete Rehabilitation:

Construction of contraction joints by using Eco- EJF Eco-PJS semi-rigid two-component polyurea joint filler material.

LF

COSTITEM QUANTITY MATERIAL LABOR

CSC-18744 DRAWING NO. 3-1673 (3 Sheets)

Defense Logistics Agency Confidential 3/27/2018 Page 5

Breatheable Penetrating Sealer Coatings Concrete Floor Surface Preparation- Clean dirt, oil, grease & previously coated sealing system includes vacuuming, hauling & disposal off

DSCC.

Application of breathable penetrating sealer Materials @ 200 SF/GAL on cleaned prepared concrete floor with brushes and rollers by trained personnel in accordance with manufacturer's written instructions.

Performance of Field Quality Conrol Tests for the coating systems

Surface Resistivity Tests & Submittal to Government

Defense Logistics Agency Confidential 3/27/2018 Page 6

Job site Restoration

Removal of dust barrier Systems.

TOTAL COST FOR AREA 2------- TOTAL

Defense Logistics Agency Confidential 3/27/2018 Page 7

COST SUMMARY

GENERAL REQUIREMENTS

TOTAL COST FOR AREA 1

TOTAL COST FOR AREA 2

TOTAL ESTIMATED PROJECT COST

CSC-18744 DRAWING NO. 3-1673 (3 Sheets)

Sheet1

SECTION B - SUPPLIES OR SERVICES AND PRICES/COSTS

DESCRIPTION OF SERVICES

The Contractor shall furnish all plant, labor, equipment, materials, supplies, testing and supervision required performing all operations in conjunction with this project in strict accordance with the specifications, as well as Attachment 1 Drawing No. 3-1673 (3 sheets) and subject to the terms and conditions of any resultant contract. This section is applicable to all other sections herein.

The selected contractor shall provide a thorough cleaning of the existing structural floors in the warehouse storage rooms and Dock floors. Areas of work are outlined on the drawings. Work includes cleaning of the floor space by vacuuming the space, preparing the concrete floors and sealing the floors as specified in the specifications and as described below.

TERM OF CONTRACT

The period of performance for this project is 90 calendar days after the issuance of the Notice to Proceed.

OFFER FOR SERVICES

CONRACT

LINE TEM

NO.(CLIN)

SUPPLIES/SERVICES QUANTITY UNIT TOTAL AMOUNT

0001 CSC-18744 Clean & Seal Flooring Building 23. FY18

ALL CLIN PRICING SHALL BE INCLUSIVE OF OVERHEAD, PROFIT AND BONDING

COSTS

When invoicing in Wide Area Work Flow, reverse the quantity and unit price as shown above on each CLIN. Failure to do so will result in a delay in payment of the invoice as the invoice will have to be rejected and resubmitted. If you have any questions regarding this matter, contact your WAWF representative Matt Foreman at 614-692-1050 or matthew.foreman@dla.mil.

SUBMITTAL REGISTER

Line Activity

Trans-mittal #

Specification Section SD # SD Description Item Submitted

Paragraph

Classi-fication:

GOVT or A/E Revwr Submit

Appro val

Neede d By

Materi al

Action Code

Date Of

FWD

to

APPR

/ Auth

RCD

To Other Revwr

From

Mailed

CONT

R/

From

Remar ks

1 01 2 00.00 10 03 Product Data Weight Certificates 1.2 G

2 01 33 00 01 Preconstruction Submittals Submittal Register 1.10 G

3 01 33 00 01 Preconstruction Submittals Submittal Register 1.10 G

4 01 35 31 01 Preconstruction Submittals VPP Awareness 2.1.1 G

5 01 35 31 01 Preconstruction Submittals

Contractor Safety/Environmental Management Systems

Informational Data Sheet

2.1.2 G

6 01 35 31 01 Preconstruction Submittals OSHA Form 300A 2.1.2.1 G

7 01 35 31 01 Preconstruction Submittals Safety Plan 2.1.3 G

8 01 35 31 03 Product Data Hazardous Material Safety Data Sheets 2.1.16 G

9 01 45 00. 10 20 01 Preconstruction Submittals QC PLAN 1.3 G

10 01 78 00 10 O & M Data O & M Manuals 1.4 G

11 01 78 00 11 Closeout Submittals As Built Record Drawings 1.4 G

12 01 78 23 10 O & M Data O & M Manuals & Training Plan 1.2 G

CONTRACTOR SCHEDULE

DATES

CONTRACTOR

ACTION APPROVING AUTHORITY

TITLE: CSC-18744

JOB NAME: Clean and Seal Warehouse and Dock Floors, Bldg. 23 LOCATION: DSCC, Columbus, Ohio

CONTRACT NO:

CONTRACTOR:

From

13 01 78 23 11 Closeout Submittals Validation of Training Completion 1.2 G

14 02 41 00 11 Closeout Submittals As Built Record Drawings 1.4 G

15 02 41 00 07 Certificates Demolition & Deconstruction Plans 1.3 G

16 03 01 30.71 05 Design Data Concrete mix design 1.3 G

17 03 01 30.71 06 Test Reports Sieve Analysis test for aggregate 1.3 G

18 03 01 30.71 06 Test Reports Epoxy Resin binder tests 1.3 G

19 03 01 30.71 06 Test Reports Epoxy Grout Tests 1.3 G

20 03 01 30.71 07 Certificates Epoxy resin binder and Grout 1.3 G

21 07 92 00 03 Product Data Joint sealant 1.2 G

22 07 92 00 03 Product Data Primers 1.2 G

23 07 92 00 03 Product Data Bond Breakers 1.2 G

24 07 92 00 03 Product Data Backstops 1.2 G

25 09 96 56.30 03 Product Data Breathable Penetrating Seal Coating Systems 1.5 G

26 09 96 56.30 04 Samples Breathable Penetrating

Seal Coating Color Charts

1.5 G

27 09 96 56.30 07 Certificates

Seal Coating Systems are suitable for intended application

From

28 09 96 56.30 08 Manufacturer's Instructions

Cleaning & maintenance Instructions

29 09 96 56.30 11 Closeout Submittals warranty document & As-built drawings

30 01 57 19 01 Preconstruction

Solid Waste Management Permit, Regulatory Notifications, Environmental

Protection Plan, Employee Training

Records, and Environmental Manager

Qualifications

1.3 G

31 01 57 19 06 Test Reports Solid Waste Management Report 1.3 G

32 01 57 19 11 Closeout Submittals

Solid Waste Management Permit & Report, Storm water Pollution Prevention

Plan Compliance Notebook, Waste determination Documentation, Disposal Documentations for hazardous waste, hazardous materials inventory log, and

Regulatory notifications

1.3 G

33 01 74 19 01 Preconstruction

Waste Management Plan 1.4 G

From

Submittal Register

TABLE OF CONTENTS

SECTION A. . . . . . . . . . Solicitation/Table of Contents – STANDARD FORM 1442

SECTION B. . . . . . . . . . Supplies or Services and Prices

SECTION C. . . . . . . . . . Descriptions/Specifications/Performance Work Statement

SECTION D. . . . . . . . . . Packaging and Marking

SECTION E. . . . . . . . . . Inspection and Acceptance

SECTION F. . . . . . . . . . Deliveries or Performance

SECTION G. . . . . . . . . Contract Administration Data (Not Applicable). . . . . . . . . . . . . . . . . . N/A

SECTION H. . . . . . . . . Special Contract Requirements

SECTION I. . . . . . . . . . Contract Clauses

SECTION J. . . . . . . . . . List of Documents, Exhibits, and Other Attachments (Not Applicable).

SECTION

K

Representations, Certifications, and Other Statements of Offerors. .

L

Instructions, Conditions and Notices to Offerors

M

Evaluation Factors for Award

Attachment 1 DOL Wage Rate Determination. (41 Pages)

Attachment 2 Eng. Form 93 dated 2014 March (2 Pages)

Attachment 3 Excavation Permit (1 Page)

Attachment 4 Drawings Reference 3-1673, (3 Sheets)

Attachment 5 Construction Cost Estimate

Attachment 6 Eng. Form 4025-R

Company Name Trade/Labor Classification

Trade License Type

Trade License, Credential #

Last Name

First Name

Middle Name Suffix Country of Birth Foreign National

Days and Hours for Access to DSCC

Building Access Required

Social Security Number

Date of Birth

Drivers License State

Drivers License #

GOV Contractors Inc Electrician, Plumber, etc.

Electrical, Plumbing, etc.

EL.12345,

PL.12345, etc

Smith John Doe Sr USA YES or

NO

24/7 or M-F 0730 to

Bldg 20, Bldg 11 Sect 6

Example:

999999999 mm/dd/yyy y

OH RR999999

DSCC Contractor Badges

SP4702-18-R-0000

Attachment #3

TRANSMITTAL OF SHOP DRAWINGS, EQUIPMENT DATA, MATERIAL SAMPLES, OR

MANUFACTURER'S CERTIFICATES OF COMPLIANCE

For use of this form, see ER 415-1-10; the proponent agency is CECW-CE.

DATE TRANSMITTAL NO.

SECTION I - REQUEST FOR APPROVAL OF THE FOLLOWING ITEMS (This section will be initiated by the contractor)

TO:

PROJECT TITLE AND LOCATIONSPECIFICATION SEC. NO. (Cover only one section with each transmittal)

FROM: CONTRACT NO. CHECK ONE:

THIS TRANSMITTAL IS FOR: (Check one)

THIS IS A NEW TRANSMITTAL

THIS IS A RESUBMITTAL OF

TRANSMITTAL

FIO GA DA CR DA/CR DA/GA

ITEM

NO.

(See

Note 3)

USACE

ACTION

CODE

(Note 9)

SUBMITTAL

TYPE CODE

(See Note 8)

NO.

OF

COPIES

SPEC.

PARA. NO.

DRAWING

SHEET NO.

REVIEW

VARIATION

Enter "Y" if requesting a variation

(See Note 6)

DESCRIPTION OF SUBMITTAL ITEM

(Type size, model number/etc.)

a. i.c. d. e. f. g. h.b.

CONTRACT DOCUMENT

REFERENCE

REMARKS

SECTION II - APPROVAL ACTION

I certify that the above submitted items had been reviewed in detail and are correct and in strict conformance with the contract drawings and specifications except as otherwise stated.

NAME OF CONTRACTOR SIGNATURE OF CONTRACTOR

NAME AND TITLE OF APPROVING AUTHORITY SIGNATURE OF APPROVING AUTHORITY DATEENCLOSURES RETURNED (List by item No.)

REPLACES EDITION OF MAR 95, WHICH IS OBSOLETE.ENG FORM 4025-R, MAR 2012

INSTRUCTIONS

1. Section I will be initiated by the Contractor in the required number of copies.

2. Each Transmittal shall be numbered consecutively. The Transmittal Number typically includes two parts separated by a dash (-). The first part is the specification section number. The second part is a sequential number for the submittals under that spec section. If the Transmittal is a resubmittal, then add a decimal point to the end of the original Transmittal Number and begin numbering the resubmittal packages sequentially after the decimal.

3. The "Item No." for each entry on this form will be the same "Item No." as indicated on ENG FORM 4288-R.

4. Submittals requiring expeditious handling will be submitted on a separate ENG Form 4025-R.

5. Items transmitted on each transmittal form will be from the same specification section. Do not combine submittal information from different specification sections in a single transmittal.

6. If the data submitted are intentionally in variance with the contract requirements, indicate a variation in column h, and enter a statement in the Remarks block describing he detailed reason for the variation.

7. ENG Form 4025-R is self-transmitting - a letter of transmittal is not required.

8. When submittal items are transmitted, indicate the "Submittal Type" (SD-01 through SD-11) in column c of Section I.

Submittal types are the following:

SD-01 - Preconstruction SD-02 - Shop Drawings SD-03 - Product Data SD-04 - Samples SD-05 - Design Data SD-06 - Test Reports

SD-07 - Certificates SD-08 - Manufacturer's Instructions SD-09 - Manufacturer's Field Reports SD-10 - O&M Data SD-11 - Closeout

9. For each submittal item, the Contractor will assign Submittal Action Codes in column g of Section I. The U.S. Army Corps of Engineers approving authority will assign Submittal

Action Codes in column i of Section I. The Submittal Action Codes are:

A -- Approved as submitted.

B -- Approved, except as noted on drawings. Resubmission not required.

C -- Approved, except as noted on drawings. Refer to attached comments.

Resubmission required.

D -- Will be returned by separate correspondence.

E -- Disapproved. Refer to attached comments.

10. Approval of items does not relieve the contractor from complying with all the requirements of the contract.

F -- Receipt acknowledged.

X -- Receipt acknowledged, does not comply with contract requirements, as noted.

G -- Other action required (Specify)

K -- Government concurs with intermediate design. (For D-B contracts)

R -- Design submittal is acceptable for release for construction. (For D-B contracts)

ENG FORM 4025-R, MAR 2012

Page of

MANUFACTURER'S CERTIFICATES OF COMPLIANCE

For use of this form, see ER 415-1-10; the proponent agency is CECW-CE.

SECTION I - REQUEST FOR APPROVAL OF THE FOLLOWING ITEMS (This section will be initiated by the contractor)

CHECK ONE:

THIS TRANSMITTAL IS FOR: (Check one)

ITEM

NO.

(See

Note 3)

USACE

ACTION

(Note 9)

SUBMITTAL

TYPE CODE

(See Note 8)

NO.

OF

COPIES

SPEC.

PARA. NO.

DRAWING

SHEET NO.

CONTRACTOR

REVIEW

VARIATION

Enter "Y" if requesting a variation

(See Note 6)

DESCRIPTION OF SUBMITTAL ITEM

(Type size, model number/etc.)

a.

i.

c.

d.

e.

f.

g.

h.

b.

CONTRACT DOCUMENT

REFERENCE

SECTION II - APPROVAL ACTION

I certify that the above submitted items had been reviewed in detail and are correct and in strict conformance with the contract drawings and specifications except as otherwise stated.

REPLACES EDITION OF MAR 95, WHICH IS OBSOLETE.

ENG FORM 4025-R, MAR 2012

INSTRUCTIONS

1. Section I will be initiated by the Contractor in the required number of copies.

2. Each Transmittal shall be numbered consecutively. The Transmittal Number typically includes two parts separated by a dash (-). The first part is the specification section number. The second part is a sequential number for the submittals under that spec section. If the Transmittal is a resubmittal, then add a decimal point to the end of the original Transmittal Number and begin numbering the resubmittal packages sequentially after the decimal.

3. The "Item No." for each entry on this form will be the same "Item No." as indicated on ENG FORM 4288-R.

4. Submittals requiring expeditious handling will be submitted on a separate ENG Form 4025-R.

5. Items transmitted on each transmittal form will be from the same specification section. Do not combine submittal information from different specification sections in a single transmittal.

6. If the data submitted are intentionally in variance with the contract requirements, indicate a variation in column h, and enter a statement in the Remarks block describing he detailed reason for the variation.

7. ENG Form 4025-R is self-transmitting - a letter of transmittal is not required.

8. When submittal items are transmitted, indicate the "Submittal Type" (SD-01 through SD-11) in column c of Section I.

Submittal types are the following:

SD-01 - Preconstruction SD-02 - Shop Drawings SD-03 - Product Data SD-04 - Samples SD-05 - Design Data SD-06 - Test Reports

SD-07 - Certificates SD-08 - Manufacturer's Instructions SD-09 - Manufacturer's Field Reports SD-10 - O&M Data SD-11 - Closeout

9. For each submittal item, the Contractor will assign Submittal Action Codes in column g of Section I. The U.S. Army Corps of Engineers approving authority will assign Submittal

Action Codes in column i of Section I. The Submittal Action Codes are:

A -- Approved as submitted. B -- Approved, except as noted on drawings. Resubmission not required. C -- Approved, except as noted on drawings. Refer to attached comments. Resubmission required. D -- Will be returned by separate correspondence. E -- Disapproved. Refer to attached comments.

10. Approval of items does not relieve the contractor from complying with all the requirements of the contract.

F -- Receipt acknowledged.

X -- Receipt acknowledged, does not comply with contract requirements, as noted.

G -- Other action required (Specify)

K -- Government concurs with intermediate design. (For D-B contracts)

R -- Design submittal is acceptable for release for construction. (For D-B contracts)

ENG FORM 4025-R, MAR 2012

1.0 darwin.chen@usace.army.mil

2012-03-27

Forms Design Team

Darwin Chen

MANUFACTURER'S CERTIFICATES OF COMPLIANCE

2012-03-29

CurrentPage:

PageCount:

No1_DateTime:

No2_Transmittal:

No3_To:

No8_Pro_Title:

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No4_From:

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No9b_CheckBox: 0

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ITEM NO. (See Note 3):

DESCRIPTION OF SUBMITTAL ITEM

(Type size, model number/etc.):

SUBMITTAL TYPE CODE (See Note 8):

NO. OF COPIES:

SPEC. PARA. NO.:

DRAWING SHEET NO. :

CONTRACTOR REVIEW CODE

VARIATION Enter "Y" if requesting a variation (See Note 6):

USACE ACTION CODE (Note 9) :

Remarks:

Contractor_Name:

Contractor_Signature:

Authority_Name:

Authority_Signature:

Authority_DateTime:

Enclosures:

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ENG FORM 93, MAR 2014

REPLACES ENG FORM 93, JAN 2014 AND JUN 2013, AND ENG FORM 93-1, OCT 2013, WHICH ARE OBSOLETE.

Page of

ENG FORM 93, MAR 2014

Page of

US ARMY CORPS OF ENGINEERS

PAYMENT ESTIMATE - CONTRACT PERFORMANCE

For use of this form, see ER 37-1-30; the proponent agency is CERM-FC.

9. PERIOD COVERED BY THIS ESTIMATE (YYYYMMDD)

FROM

THRU

12.

a

b. CONTRACT

c. TOTAL TO DATE

ITEM

NUMBER

DESCRIPTION

(1)

QUANTITY AND UNIT

(2)

UNIT PRICE

(3)

AMOUNT

(1)

QUANTITY AND UNIT

(2)

AMOUNT

d. INCLUDES MODIFICATION THRU (YYYYMMDD):

e. TOTAL CONTRACT >

f. TOTAL EARNINGS TO DATE >

13. PRESENTED FOR PAYMENT

14. APPROVED FOR PAYMENT

I CERTIFY THAT I HAVE CHECKED THE QUANTITIES COVERED BY THIS BILL OR ESTIMATE; THAT THE WORK WAS ACTUALLY PERFORMED; AND THE QUANTITIES ARE CORRECT AND CONSISTENT WITH ALL PREVIOUS COMPUTATIONS AS ACTUALLY CHECKED; THAT THE QUANTITIES AND AMOUNTS ARE WHOLLY CONSISTENT WITH THE REQUIREMENTS OF THE CONTRACT OR OTHER INSTRUMENT INVOLVED.

16a. PREVIOUS DEDUCTIONS OTHER THAN

RETAINED PERCENTAGE** (**Page 2)

b. PREVIOUS RETAINED PERCENTAGE

c. PREVIOUS PAYMENTS

d. PREVIOUS EARNINGS (a+b+c)

e. EARNINGS THIS PERIOD

(Total Earnings to date minus d)

f. LESS RETAINED PERCENTAGE

h. TOTAL DEDUCTIONS FOR THIS

PERIOD (f + g)

g. LESS DEDUCTIONS OTHER THAN

RETAINED PERCENTAGE FOR

i. RETAINAGE REFUNDED

j. OTHER REFUNDS

k. TOTAL REFUNDS THIS PERIOD (i + j)

SECTION 16 (Continuation)

l. AMOUNT DUE CONTRACTOR (e-h+k)

17. RECAPITULATION:

a. TOTAL RETAINED PCTG. (b + f - i)

b. TOTAL PAID (c + l)

2.0 mark.a.cooper@usace.army.mil

2014-03-25

Form Design Team CEIT-OPI

ENG FORM 93 Payment Estimate Contract Performance JUN 2013

Mark Cooper/Darwin Chen

ENG FORM 93 Payment Estimate Contract Performance JUN 2013

2014-03-25

CurrentPage:

PageCount:

PrintForm:

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YYYYMMDD:

CAPTIONS:

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Des:

Quantity:

UnitPrice:

Amount:

C_Quantity:

C_Amount:

NUM31:

NUM32:

NUM33:

PAYEE1:

PAYEETITLE2:

DATE3:

PAYEESIGN:

B1:

B2:

BSIGNATURE:

C1:

C2:

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NUM46:

SECTION C – DESCRIPTION/SPECIFICATIONS/STATEMENT OF WORK

The text of any referenced FAR, DFARS, or DLAD clause/provision may be obtained electronically at http://farsite.hill.af.mil/ (DLA Procurement Regulations). The complete edition of Federal Acquisition Regulations (FAR) or DoD FAR Supplement (DFARS) may be obtained by purchase from the Superintendent of Documents, Government Printing Office, Washington, DC 20402.

The clauses/provisions incorporated by reference have the same force and effect as if they were in full text;

however, those having no bearing on the instant acquisition become self-deleting.

MAGNITUDE OF THIS CONSTRUCTION PROJECT IN TERMS OF ESTIMATED COST:

( ) This Project is estimated less than $25,000.

(X) This Project is estimated between $25,000 and $100,000.

( ) This Project is estimated between $100,000 and $250,000.

( ) This Project is estimated between $250,000 and $500,000.

( ) This Project is estimated between $500,000 and $1,000,000.

( ) This Project is estimated between $1,000,000 and $5,000,000.

( ) This Project is estimated between $5,000,000 and $10,000,000.

( ) More than $10,000,000.

DESCRIPTION OF WORK:

The Contractor shall furnish all plant, labor, equipment, materials, supplies, testing and supervision required performing all operations in conjunction with this project in strict accordance with the specifications, as well as Attachment 1 Drawing No. 3-1673 (3 sheets) and subject to the terms and conditions of any resultant contract. This section is applicable to all other sections herein. The selected contractor shall provide a thorough cleaning of the existing structural floors in the warehouse storage rooms and Dock floors. Areas of work are outlined on the drawings. Work includes cleaning of the floor space by vacuuming the space, preparing the concrete floors and sealing the floors as specified in the specifications and as described below.

NOTE: While the Government currently intends to purchase the requirements sought in this solicitation, it may nevertheless be canceled in the event of spending cutbacks necessitated by passage of the Balanced Budget and Emergency Deficit Control Act of 1985, P.L.99-177.

NOTICE: Any contract awarded to a contractor who, at the time of award was suspended, debarred, ineligible for receipt of contracts with government agencies or in receipt of a notice of proposed debarment from any government agency, is voidable at the option of the Government.

(The following is applicable when marked with an "X".)

(X) Wage Rate Decision __Gen Decision OH180002 No. Of Pages 41 (attached)

Common Access Card (CAC) Procedures

Performance under this contract may require the contractor to obtain a Common Access Card (CAC). If CACs are issued under this contract, the contractor shall complete and comply with the following steps to obtain, control, and turn-in Government-issued CACs, as well as establish procedures to control and account for contractor CACs at all times. This process is only for the issuance and accountability of CACs. Contractors may be required to provide additional forms and follow additional procedures for other forms of access and/or background/security checks depending on local site/installation requirements.

1. The contractor has each contractor employee requiring a CAC complete and sign Sections I and II of the DD Form 1172-2. The instructions for completing the DD Form 1172-2 are located at http://www.cac.mil/docs/1172-2-Instructions.pdf.

o For Section II, Block 22 - If the contractor employee signs and the DD Form 1172-2 it is then forwarded by the contractor. This provides verification for the employee information. If the contractor is submitting a DD Form 1172-2 for him/herself (e.g., the owner), with no higher authority above them for verification, en the signature in Block 22 must be notarized to verify identity.

2. The contractor forwards the DD Form(s) 1172-2 via hand-carry, secure mail, or encrypted email to (NOTE: The contractor may forward these forms individually or as a group):

o The Contracting Officer’s Representative (COR) for the contract, if a COR was designated.

o The Contracting Officer (CO) for the contract, if no COR was designated.

3. Each contractor employee must verify his/her account information upon receipt of an email from the Government containing a username and password for the Trusted Associate Sponsorship System (TASS). The web link for TASS is included in the email.

4. Each contractor employee will receive an email via TASS when his/her account has been approved. The email will notify the employee to obtain a Government-issued CAC from the nearest Real-Time Automated Personnel Identification System (RAPIDS) office.