signed SOW combined 16_September(1)_Redacted.pdf

PDF 4 MB Posted Sep 18, 2025

Attached to: Concrete Epoxy Pad Covering
Solicitation number: FA2823-25-Q-A039
Issued by: Department of the Air Force Materiel Command Test Center

About this file

Written by GovTribe AI · Sep 18, 2025

This document is a Statement of Work (SOW) for interior floor refinishing at C72 BLDG 9509, located at Eglin Air Force Base, Florida. The project involves approximately 2,500 square feet of concrete floor surface and excludes the server room. The contractor is required to provide labor, materials, equipment, and supervision to completely remove existing coating, repair surface imperfections, and apply a high-performance epoxy primer and finish system.

Key project specifications include surface preparation through diamond grinding, applying a polyurethane basecoat, broadcasting acrylic chips for aesthetic and slip-resistant properties, and applying a topcoat for UV protection and wear resistance. The project is to be completed within 14 calendar days from the Notice to Proceed, with daily progress reports required. The contractor must maintain general liability and workers' compensation insurance, and the work will be subject to Davis-Bacon Act wage requirements. A warranty of five years is specified, covering issues such as chipping, peeling, delamination, and UV stability. The project involves refinishing multiple rooms including the conference room, kitchen, bathrooms, and office spaces with a tan finish with black and white acrylic chips.

View the file

Other files

File	Type	Posted
Additional Info memo.pdf	PDF	Sep 18, 2025
signed COMBO_16 Sept_Redacted.pdf	PDF	Sep 18, 2025

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

16 September 2025 Statement of Work for C72 BLDG 9509 Floor Refinishing

Interior Floor Refinishing: High Performance Epoxy Primer and Finish System (Approx. 2,500 ft² including all interior previously sealed concrete. Excludes server room)

Scope:

The Contractor shall provide all labor, materials, equipment, and supervision necessary to complete the following tasks:

Surface Preparation:

Completely remove existing coating from the designated surface area.

Repair all cracks, imperfections, and damage to the substrate to ensure a smooth and sound surface for coating application.

Coating Application:

Apply a polyurethane basecoat to the prepared surface, ensuring even coverage and proper thickness according to manufacturer specifications.

Broadcast acrylic chips into the wet basecoat to achieve desired aesthetic and slip-resistant properties.

Remove excess coating and chips after the basecoat has cured.

Apply a topcoat to seal the acrylic chips and provide UV protection and wear resistance.

Deliverables:

The Contractor shall deliver the following:

A fully prepared and coated surface area, meeting all specifications outlined in this SOW and manufacturer's instructions.

Daily progress reports to the Project Engineer (PE).

A final report documenting the completed work, including details of surface preparation, materials used, and any challenges encountered.

Schedule:

The Contractor shall complete all work outlined in this SOW within 14 calendar days from the Notice to Proceed (NTP). A detailed schedule shall be submitted to the PE for approval within 7 days of contract award.

Acceptance Criteria:

The work will be considered complete upon successful completion of the following:

Visual inspection of the finished surface to ensure uniform coating application, proper chip distribution, and absence of defects.

Adhesion testing of the coating system to verify proper bonding to the substrate.

Review and approval of the final report by the PE.

Payment:

Payment for services rendered will be made upon successful completion and acceptance of each deliverable as outlined in the contract.

Safety:

The Contractor shall be solely responsible for the safety of its personnel and for compliance with all applicable federal, state, and local safety regulations.

Insurance:

The Contractor shall maintain the following insurance coverage throughout the duration of the project:

QUESTIONS AND ANSWERS RECEIVED

1. Can an alternative vendor product be used that meets or exceeds the technical data specifications in the SOW?

Yes

2. Do you have the manufacturer of the cove base along with color and size? Several distributors include resilient in their cove base titles as well as have sizes ranging from 4" to 6".

Unknown

3. I was reviewing the Statement of Work for the interior floor refinishing project and noticed that the linear footage for the resilient rubber cove base and the expansion joint filler is not specified in the SOW. Could you kindly confirm the required linear footage for both items to ensure accurate pricing for our proposal?

SEE PICTURES AND DRAWINGS PGS 5-21

4. Site Visit:

Is a site visit mandatory for this project?

SEE PICTURES AND DRAWINGS PGS 5-21

5. If not, are there any photos, videos, or drawings available that provide more detail on the existing floor conditions?

Yes

6. Access & Procedures:

If a site visit is permitted, what is the procedure for scheduling and gaining access to the base?

A SITE VISIT WILL NOT BE OFFERED

7. Davis-Bacon Act Applicability:

Will this project fall under Davis-Bacon Act wage requirements? YES

If so, could you please share the applicable wage determination?

23370 GENERAL MAINTENANCE WORKER(WG-8) $28.67+ 42.9% Fringe

8. Will all these areas(i.e. Comm Rm, Kitchen, both bathrooms, Conf Rm, and Office space) have concrete epoxy applied to them?

Yes, High Performance Epoxy Primer and Finish System

9. Question, can you provide me with the linear feet of all the expansion joints with the width and the depth. This will be for the Expansion Joint fill (install the RS-88 Polyurea Joint Filler) in all the shaved and smoothed cracks?

½ Joint 2" depth

10. Could the following products be utilized? They meet or exceed the technical specifications of the Sherwin Williams Brand. Attached are the specification sheets:

Yes, any product that meets or exceeds the specs of Sherwin Williams can be quoted

11. Could you please confirm whether the images depict any reinforcement steel (rebar) protruding through the concrete surface?

There is one spot where the rebar is protruding.

Page 1 and 2: SOW Page 3 and 4: Questions and Answers received Pages 5-21: Pictures and Drawings

N O

DS EW

D S

A A

A B

A D

FD AH

D S

X AH

C M

FD PM

EF W

A C

M A

W B

D D

S D

S A

A A

D S

N O

E N

O R

1' -0

4' 8'

1' -0

A B

C D

N O

E N

O R

O N

1' -0

4' 8'

G, OF

2, FY

(4 o , f i -N

- w

" w z

C l.

C L

C f)

<-' ( s w 0 (/) I- ::, 0 0 I- - w z if_ -' -' <( s w 0 () I- ::, 0 ,, -N

_, N " w'

CL 0 (- /' )

'° "9 ' '

'-9

'-6

'-3 "O

E W

E N

O R

R O

O F

1' -0

2' 4'

1' -0

EFI

NIS

D iKX

LPA

INT

LVA

LUM

STE

EL)

24G

STA

ING

(SS

TAL

WIT

H24

"WI

DEN

ETC

ERA

VIN

3"M

AJO

RIB

SFO

SID

\PS

TAL

PUR

LIN

SBY

PEM

ANU

INI

26G

illR

INC

DIN

S,F

DJO

INT

ALA

!CH

E-F

INIS

TAL

RID

ANU

3'V

F, SE

ING

N O

TIO

E, FL

B, C-

R O

O F

TE 24

A S-

A -1

E AS

ER I

.N O.

-1

O F

, O

, F

A S-

B U

A -2

. N O.

. N

ING

1' 2'

-0

L W

/6 "M

W /6

L W

/2 -1

/2"

1" =1

'-0

1" =1

'-0

1'- 0"

M K

I B

A C

B C

D H

1 2 3 4 5

F E

J L

7 8 9 10 11

M O

U N

G H

1' -0

7 4

B H

C M

E F

J G

B E

H F

J G

3 9 1 3

O N

5 9 4 N

A-

R G

1/ 2"

-0

A-

R G

1/ 2"

-0

A-

-0

11 2 F

B B

A A

C H

M I

K E

C H

A-

1/ 2"

-0

A-

1/ 2"

-0

A-

1/ 2"

-0

A-

1/ 2"

-0

1' 2'

2' 4'

4' 8'

1' -0

1/ 4"

M B

A-

1'- 0"

File details come from the government source that posted it. Updated Sep 18, 2025.