SOW.pdf

STATEMENT OF WORK

PROJECT 6D1G - UPGRADE GREASE TRAPS

FEDERAL CORRECTIONAL INSTITUTION, DUBLIN, CALIFORNIA

Resurface FCI Food Service Floor

I. REQUIREMENT

A. DESCRIPTION OF DUTIES:

Objective: The Federal Bureau of Prisons, FCI Dublin, intends to make an award to a responsible entity for the provision of resurfacing the food service floor, located at FCI Dublin, 5701 8th Street Camp Parks, Dublin, California 94568.

The Federal Correctional Institution located in Dublin, California is composed of two separate parts: A Federal Correctional Institution, and a Federal Prison Camp all housing female offenders. The Food Service Department is located within the Federal Correctional Institution which is a multi-structure built in 1974 and houses sentenced offenders. The Food Service Department will be replacing the grease trap and waste lines throughout the kitchen after completion approximately 6,000 sq. ft. of the food service floors will need to be resurfaced.

B. SCOPE OF WORK:

The contractor shall provide/furnish all labor, material, equipment, licensing, certifications and written permits for the repair/resurfacing/waterproofing of the food service floor located at the FCI Dublin, California. All work will comply with applicable Federal, State and Local building codes and regulations, and all manufactures warranty requirements.

C. CONTRACTOR RESPONSIBILITIES:

a. Contractor shall be responsible for providing his own power, as well as be responsible for procurement and delivery of all equipment.

b. Contractor will be certified/authorized by the manufacturer to perform installations/repairs.

c. Contractor shall take all necessary precautions to ensure against any/all damage to the existing property. Any damaged items or property shall be returned to original condition by the Contractor via repaired and/or replacement at no additional cost to the Government.

d. The contractor will ensure all manufacturers recommendations are implemented for this project.

e. Contractor shall provide a designated Project Manager (PM) for administration of this project while installation is in progress.

f. Contractor will be permitted to wear jeans in the institution, however, blue or khaki-color clothing will not be allowed.

The clothes will be proper and suitable for the services that are being provided.

g. Lunches will be consumed at the work site. Contractor shall ensure they have everything they need for their lunch when they check-in first thing in the morning as the Bureau of Prisons is not responsible for providing food.

h. Federal smoking policy on Federal property states that smoking is only allowed in designated areas. This policy will be strictly enforced.

i. The contractor will be responsible for notifying the Contracting Officer and the Contracting Officer Representative (COR) if for any reason there will be an interruption of service.

j. The contractor shall be responsible for the removal and disposal of all debris and waste materials from the job site prior to final invoice submission in accordance with Federal, State, and local laws.

D. GOVERNMENT RESPONSIBILITIES:

a) FCI Dublin shall ensure all energy sources needing to be secured to prevent personal injury and/or property damage will be locked-out and tagged-out with the appropriate safety hardware. All system isolations and Lockout/Tag out measures to be implemented, and/or removed, will require written verification by the Contractor, the Facility Manager, and the Safety Manager prior to doing so.

b) FCI Dublin shall ensure a representative is present to allow access to all areas requested by the Contractor as needed.

c) FCI Dublin shall ensure all food service equipment is removed from the work area.

d) FCI Dublin will be responsible for replacing all food service equipment upon completion of work.

E. SECURITY/WORKING HOURS

1. WORKING HOURS

a. All work is to be completed between the hours of 6:30 AM -1:30 PM, Monday - Friday, excluding weekends and federal holidays.

b. Any work required to be completed at any other time than noted above must be scheduled five (5) working days prior to the start of the work and approved in writing by the Contracting Officer.

c. No work will be conducted on weekends, or federal holidays unless submitted in writing to the Contracting Office Representative (COR) five (5) working days prior to the start of the work.

2. DELIVERY OF MATERIALS

a. All construction materials/equipment required for work on this project is required to be processed by the Contractor and coordinated with the COR for temporary storage.

b. All other construction related deliveries which are directly shipped to the contractor can be received between the hours of 6:30 AM - 1:00 PM, Monday - Friday, excluding federal holidays. At no point will a Bureau of Prisons (BOP) staff member receive or sign for a delivery if the contractor or his representative is not present to verify and accept the delivery.

c. Under no circumstances will the Federal Bureau of Prisons or its staff be responsible for the acceptance of any Contractor or company deliveries.

d. The Contractor shall be responsible to provide for loading and unloading contractor material and equipment. FBOP employees will not be used.

e. The Contractor shall not use the institution’s warehouse rear dock ramp for the loading, unloading, or storage of any materials or equipment. The contractor will not impede/block the rear dock ramp at any time during or after the work shift.

3. STORAGE OF MATERIALS AND EQUIPMENT

a. All construction material / tools shall be stored in a designated area mutually agreed upon between the COR and the contractor. The storage area will be a secure lockable gang box or similar, size to be determined by the contractor and the COR. The gate/door to the storage box will be secured by a chain and or double locked with a contractor lock and Federal Bureau of Prisons lock. All materials / tools stored within the storage box/container will be neat and stored in a safe manner. Materials cannot be stored at a height that would create a fall hazard. All tools will be inventoried prior to entering the institution. At the start of each work day all tools will be inventoried out on a daily tool inventory sheet and at the end of the work day all tools will be inventoried back in to ensure accurate accountability of all tools at the end of each work day.

The Federal Bureau of Prisons (FBOP) will provide a secure lay-down area for storage of all equipment and material deliveries from the Contractor. The FBOP does not take any responsibility for the security of such equipment and materials. The Contractor will work thru the COR to address any security issues relating to storage.

4. SECURITY CLEARANCE/CONTRACTOR BADGES

All contractors/sub-contractors (no exceptions) working on the grounds of FCI Dublin will be issued and required to wear a picture ID/contractor badge provided by FCI Sheridan. For security reasons, the badge will be worn in a visible manner as directed by the COR. All contractors/sub-contractors will submit to the Homeland Security Presidential Directive (HSPD-12). All HSPD-12 paperwork must be filled out in its entirety. When the Institutional Contracting Officer awards the project to the contractor they shall report to the Facility Manager or their designee, who the appointed contractor is, with the contractor information; such as point of contact, e-mail address, and phone number. The Contracting Officer will get with the Facility Manager or their designee, and schedule a Pre-Construction Conference and a Notice to Proceed (NTP) will be issued within 15 days of the contract awarded date.

b. The prime contractor will be responsible to provide the necessary information for security clearance on the HSPD-12 paperwork for employees and sub-contractors. The Facility Manager or their designee will be responsible to provide required paperwork to the contractors (s), pursuant to the Homeland Security Presidential Directive HSPD-12 initiative.

c. In the event a contractor’s employee does not pass the security clearance, it shall be the contractor’s responsibility to submit another employee for security clearance.

d. The Facility Manager or their designee is required to ensure security clearance packages are received and processed no later than 30 days from award of the contract. The contractor (s), are required to send in all the completed forms in their entirety to the Facility Manager or their designee within 30 days after they are received. If the contractor (s) fails to send the paperwork in its entirety within the 30 days of receiving it, the Contracting Officer will initiate a “CURE Notice” giving the contractor (s) an additional 5 days to complete the security clearance package in its entirety.

Additionally, work on the contract must begin no later than 60 days after the contract was awarded. It is advised that a security clearance packet review be conducted by the Facility Manager or their designee, with all contract workers for errors.

e. All contractors and sub-contractor employees will provide a check list of all employees on site-each day to the COR, verifying the number of workers on site each day and that all workers are pre-approved to be on the site.

F. UTILITIES

a. The FBOP will provide minimal electricity service (120V), for battery chargers, small hand tools, etc.

b. The FBOP will provide restroom services or water.

c. All other utilities will be provided by the contractor.

II. TECHNICAL SPECIFICATIONS

A. GENERAL MATERIAL AND KITCHEN INFORMATION

This specification section outlines the uses, physical characteristics, substrate preparation and warranty for installation of approximately 6,000 Sq Ft of a Seamless Cementitious Urethane Slurry flooring system with silica sand broadcast in the Food Service Department of the Federal Correctional Institution, Dublin, California.

Applicator(s) will have a minimum of five years’ experience applying Cementitious Urethane flooring systems.

B. CODES AND REGULATIONS

a. International Building Code (2015 edition)

b. American Society of Testing and Materials (ASTM)

c. Local Codes and Regulations

C. GENERAL SCOPE OF WORK

1. Surface Preparation

a. The existing substrate consists of 6-8”concrete slab, covered with ½” mortar, and topped with 6x6 terra cotta tile. The institution will remove and replace all food service equipment and provide general cleanup of kitchen space. The contractor is responsible for dislodging dirt, mortar spatter and other dry surface accumulations and contamination by scraping, brushing sweeping, vacuuming or compressed air blow-down.

b. Surfaces that are heavily contaminated with petroleum or other process products shall be cleaned with the appropriate degreaser, detergent or other effective cleaner/surfactant followed by thoroughly rinsing with fresh water to remove the accumulation prior to mechanical cleaning efforts. Mechanical cleaning will not remove such deposits, but will only drive them deeper.

c. All concrete floor surfaces shall be visibly dry, especially in cracks and other deep surface discontinuities, prior to commencing mechanical cleaning and preparation.

2. Mechanical Surface Preparation and Cleaning:

a. All accessible concrete floor surfaces shall be mechanically cleaned using a “BlastTrac” method or approved equal. All surface and embedded accumulations of paint, toppings, hardened concrete layers, laitance, power trowel finishes and other similar surface characteristics shall be removed leaving a bare concrete surface having a minimum profile of 30 mils and exposing the upper facades on concrete aggregate.

b. Floor areas that are inaccessible to the cleaning machine shall be mechanically abraded to the specified degree of cleanliness, soundness and profile using vertical disc scarifiers, starwheel scarifiers, grinders, needle guns or other suitable effective equipment.

c. Cracks in the floor 3/16” and wider, shall be routed out to a minimum ½” deep V-groove of sound concrete and filled with materials recommended by the manufacturer. Other significant surface discontinuities such as holes, pits, depressions and exposed aggregate areas shall be filled with similar materials.

d. Allow the surface to dry or force dry with heat and circulating air to ensure that all surface, especially discontinuities, are visibly dry.

e. All concrete floor terminations and leading edges shall be saw-cut and chiseled down to ¼” to ½” as to avoid feathered edge terminations. This includes drains, construction and expansion joints and all leading edges of concrete floor where they meet dissimilar materials.

f. Key-cut around the perimeter of room with a 1/4" (6.35 mm) by 1/4" (6.35 mm) cut.

3. Joints

For a seamless appearance, joints need to be filled.

A. Patch all depressions, divots and stress cracks in concrete with Eco-Crete SF or equal. Fill all static (non-moving) cracks or control joints with Eco-Crete-SF or equal.

B. Contraction or control joints can be filled with a semi-rigid joint filler such as ECO-PJS or Eco -EJF ultra or equal product.

C. Isolation or expansion joints must be filled with a flexible material designed for this purpose

4. Overlay

The overlay will consist of a three-part, cementitious-polyurethane slurry system with aggregate broadcast for resurfacing interior concrete floors in areas that require thermal shock resistance and a slip resistant as manufactured by Tennant “Eco-Crete-SF” or equal.

Property Test Method Results

Volatile Organic Compound, VOC ASTM D3960 Mixed A+B+C = 0.02 lb/gal (2 g/L) Abrasion Resistance Taber Abraser CS-17 Taber Abrasion Wheel, ASTM D4060 115 mg/loss 1,000 gram load, 1,000 revolutions Adhesion to Concrete ASTM D4541 732 psi (4.48 MPa) (concrete failed) Adhesion to Concrete ASTM D7234 450 psi (3.10 MPa) (concrete failed) Coefficient of Friction – COF, James Friction Tester ASTM D2047 Greater than 0.60 Wet Static Coefficient of Friction, BOT 3000 ANSI/NFSI B101.1 0.99 Coefficient of Linear Thermal Expansion ASTM C531 1.71 x 10-5 in/in/°F Compressive Strength ASTM C579 8500 psi (59 MPa) Flammability ASTM D635 Self-extinguishing Flexural Strength ASTM C580 1,500 psi (10.34 MPa) Flexural Modulas ASTM C580 617,000 psi (4254.1 MPa) Impact Resistance, Tested on concrete block ASTM D2794 160 inch-pounds - no delamination or chipping Resistance to Yellowing As measured using ASTM D2244 after 1000 ASTM G154 <10 increase of yellow units (CIE Lab Δb)* Tensile Strength ASTM C307 700 psi (4.83 MPa) Tensile Strength 6,250 psi (43.09 MPa)* Percent Elongation ASTM D2370 6* Thermal Stability / Heat Resistance, MIL-D-3134J No slip, flow, no softening or change in Tested on concrete block Section 4.6.3 appearance Thermal Shock Resistance 20-thermal shock cycles with system on Internal Test No cracking, blistering or loss of adhesion concrete block, surface chilled with ice to substrate water followed by immediate shock with boiling water

Water Absorption, 24-hour immersion ASTM C413 Less than 0.1%

5. Broadcast (silica sand)

Immediately broadcast silica sand 16/30 in the area. Apply either by gently scattering by hand or a mechanical blower may be used to scatter the granules. Thoroughly sweep and vacuum to remove loose silica sand from surface.

6. Seal Coat

The seal coat will consist of a Cementitious Urethane Grout Coat three-part, cementitious-polyurethane system for sealing quartz or silica sand broadcast as manufactured by Tennant “Eco-CUR-G” or equal.

7. Topcoat

The top coat will consist of a High solids, three-component, aliphatic, moisture-cure urethane applied over an epoxy primer urethane floor as manufactured by Tennant “Eco-HTS 100” or equal. This flooring top coat must be applied having the ability to resist stains, wearing, impacts and abrasions as follows:

Property Test Method Results

Abrasion Resistance, mg loss Taber Abraser ASTM D4060* 18 Coefficient of Friction - COF James Friction Tester ASTM D2047 0.63 Dry Film Thickness mils (microns) 3.0 (1 coat) (76.2) Tensile Strength, psi (MPa) (resin only) ASTM D2370 6,250 (43.092) Percent Elongation (resin only) ASTM D2370 6

König Hardness (3 mil / 76.2 micron film) (resin only) ASTM D4366 171.3

8. INSPECTION

A. Request acceptance of the Overlay with broadcast before application of Seal Coat and the Topcoat commences.

B. The finished floor will have a minimum of no less than ¼” thickness throughout.

C. All work that is not acceptable to the Architect, Engineer or Owner must be corrected before consideration of final acceptance.

9. CLEAN-UP

A. Remove any material spatters and other material that is not where it should be. Remove masking and covers, taking care not to contaminate surrounding areas.

B. Repair any damage that should arise from either the application effort or from the clean-up effort.

10. Drains

The contractor will be required to repair and/or replace any damaged floor drains identified by the institution prior to resurfacing the floor.

11. Color & Texture Samples/Submittal/Approvals

The owner will have a variety of “standard" colors to select from at no additional cost. The standard colors shall have something similar to medium gray or dark gray. In addition, the owner shall have a variety of non-slip textures to choose from. The contractor will submit actual material samples to the owner for review and approval prior to placing order. The contractor must provide an actual 12" x 12" mock-up of the color and texture selected, if that combination was not available during the submittal process. This mock-up will be used to judge the final color and quality of the final installation.

12. Drawing

The following drawing has been provided to clearly identify thirty-three distinct areas of work. Reference Drawing SHE7011 Upgrade Grease Traps - Resurface Food Service Floor.

13. Warranty

Upon award of contract but prior to ordering materials the Contractor shall provide written warranty to the CO.

The warranty shall cover a period of 24 months from date of project completion at no cost to the FBOP. The warranty shall include all defects from workmanship and /or product application, and the following: Peeling or delaminating. Cracking or checking. Failure caused by improperly applied finishes. If repair should be necessary under the terms of this warranty, the extent of that repair shall be determined by the FBOP. The FBOP shall determine when and where such repairs will be made.

End of Statement of Work