Addendum_1_-_Attachment_1_PWS_345_Clipper_Dishwasher.pdf

PDF 143 KB Posted Jun 20, 2019

Attached to: 345 TRS Clipper Conveyor Dishwasher Federal contract opportunity
Solicitation number: FA301619U0150
Issued by: Department of the Air Force Air Education and Training Command

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Other files attached to 345 TRS Clipper Conveyor Dishwasher, newest first.
File	Type	Posted
Additional_Salient_Characteristics_-_VENT_HOOD_(1).pdf	PDF	Jun 20, 2019
Amendment_1_-_345th_TRS_-_Dishwasher_(RFQ_).pdf	PDF	Jun 20, 2019
Additional_Salient_Characteristics_-_WS-80_characteristics.pdf	PDF	Jun 20, 2019
345_TRS_Dishwasher_DES_Form_190-3_-_Fort_Lee_Access_Request.pdf	PDF	Jun 4, 2019
Fort_Lee_Temporary_Visitor_Passes_345_TRS_Dishwasher.pdf	PDF	Jun 4, 2019
DES_Form_190-3_-_Fort_Lee_Access_Request.pdf	PDF	May 29, 2019
DES_Form190-3_-_Fort_Lee_Access_Request_345_TRS_Dishwasher.pdf	PDF	May 22, 2019
Attachment_1_PWS_345_TRS_Dishwasher.pdf	PDF	May 22, 2019
Attachment_2_Salient_Characteristics_345_TRS_Dishwasher.pdf	PDF	May 22, 2019
Fort_Lee_Temporary_Visitor_Passes_345_TRS_Dishwasher.pdf	PDF	May 22, 2019
Questions_and_Answers_(Q_&_A)_345_TRS_Dishwasher.pdf	PDF	May 22, 2019
345th_TRS_-_Dishwasher_(RFQ_).pdf	PDF	May 22, 2019

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502 CONS/JBKAE FA3016-19-U-0150

JBSA-Lackland 345 TRS Dishwasher

Performance Work Statement (PWS) Page 1 of 7 345 TRW Dishwasher

SPECIFICATIONS

FOR

Installation of Conveyor Dishwasher

Bldg 4200/Room 154A Ft Lee, VA

29 April 2019 (Addendum 1 – 20 June 2019)

Performance Work Statement (PWS) Page 2 of 7

1 DESCRIPTION OF WORK

Work to be done: The work to be performed under this contract and in accordance with these contract documents shall consist of furnishing all necessary plant, labor and materials; and constructing, installing and performing all work shown and described in the contract documents, all of which are made a part thereof.

Character of Work and Mechanics: The work shall be executed in the best and most workmanlike manner by qualified, careful, and efficient mechanics skilled in the trade.

The work shall be in strict accordance with the contract documents and standards of the industry. Only certified journeymen in respective trades, or apprentices under the direct supervision of certified journeymen, will be permitted to work within areas of projects.

Project Location: Ft Lee, VA/Bldg 4200 Room 154A

2 PRINCIPAL FEATURES

Work shall be done with unoccupied areas. The contractor shall coordinate all work with the Contracting Officer and/or designated Ft Lee Department of Public Works representative(s).

Description of Work: The contractor will remove existing dishwasher and place it at the rear of Bldg 4200 for later delivery to the Defense Reutilization Marketing Office (DRMO). Purchase and install one Conveyor type dishwasher with the following specifications:

• 342 racks/hour

• Insulated hinged doors

• .39 gallon/rack

• Stainless steel enclosure panels

• Microprocessor controls with low temperature and dirty water indicators

• (NSF) National Sanitation Foundation pot and pan mode

• 30 (kW) kilowatt stainless booster

• Drain water tempering kit.

• ENERGY STAR® compliant

• Electric tank heat 15kW wash/10kW rinse

• 30kW electric booster

• Right to left operation

• Disposer with

• 6‐1/2" sink collar

• 3 Hp (horse power) motor

• 480v/60/3‐(ph) potential of hydrogen

Performance Work Statement (PWS) Page 3 of 7

• Start/stop push button

• Drain/flush/time delay

• Automatic reversing & water saving with safety line disconnect (ARSS‐LD) Auto

Reverse, Start and Stop Line Disconnect Control control

• Chrome plated vacuum breaker

• Solenoid valve

• Sink stopper and flow control

• Heat treated aluminum alloy housing

Water Softener

System Components

• Media Vessel (qty) Size (2) 8” x 17”

• Media Vessel Construction Fiberglass Wrapped Engineered Plastic

• Empty Bed Volume /0.40 ft3

• Media Type / Uniform Bead Cation Resin

• Media Volume /0.40 ft3

• Bed Depth Packed

• Free Board None

• Riser Tube ./1” CPVC

• Distributor Upper ......../0.012” Slots, Engineered Plastic Basket

• Distributor Lower ........../0.009” Slots, Stainless Steel Flat Plate

• Regeneration Control /Non-electric Use Meter

• Regeneration Type /Countercurrent

• Meter Type /0.30 - 25.00 gpm Polypropylene Turbine

Inlet Water Quality

• Pressure Range /15 – 125 psi Dynamic Pressure

• Temperature Range /35 – 160o F

• Temperature (Continuous) /150o F

• pH Range /5 – 10 SU

• Free Chlorine /Cl2 (Max.) 2.0 mg/l

• Hardness as CaCO3 (Max.) /40 gpg

Operating Specs

• Flow Range (15 / 30 psig) /10.2 – 16.4 gpm

• Flow Configuration /Alternating

• Dimensions (width x depth x height) 20” x 22” x 28”

Formatted ...

Performance Work Statement (PWS) Page 4 of 7

• Weight (Operating / Shipping)/220 lbs/ 100 lbs.

Connections

• Inlet / Outlet Connections /Custom Adapter and Bracket

• Drain Connection/ 0.5” Tube

• Brine Line Connection /.0.375” Tube (internal)

• Overflow Connection /0.5” Tube Power

• Salt Alarm /3 AA Batteries

Brine Tank Options

• Tank Description /208 Cabinet

• Tank Height /28”

• Tank Footprint /20 x 22”

• Material /HDPE

• Salt Capacity /80 lbs.

Regeneration Specifications

• Regeneration Volume /14 gallons

• Regeneration Time /11 minutes

• Backwash Flow Control /1.40 gpm

• Brine Refill Flow Control/ 0.40 gpm

Vent Hoods

• Adjustable by one inch on every side

• Connects to the existing hood system in the ceiling

Standard VNTHD/E-ADJ

• 10 inches wide

• Outside Reference Left side is 4 ¾ inches in height

• Outside Reference Right Side is 11 ¼’’ inches

Extended EXTHD/E-ADJ

• 10 inches wide

• Outside Reference Left side is 4 ¾ inches in height

• Outside Reference Right Side is 20 1/2½ inches

Formatted ...

Performance Work Statement (PWS) Page 5 of 7

One table with custom pass thru window, conveyor, soiled and clean dish table with waste through and hose clean up station and sink.

3 WORK HOURS AND SPECIAL CONDITIONS

Work hours shall be 7:30 a.m. to 4:30 p.m., Monday through Friday, exclusive of Federal holidays. At the option of the government and with approval of the Contracting Officer, work may be permitted on Federal holidays, weekends or after 4:30 p.m. daily at no additional cost to the government. The following legal holidays are observed:

New Year’s Day, January 1st Dr Martin Luther King, Jr. Day, 3rd Monday in January Washington’s Day, 3rd Monday in February Memorial Day, Last Monday in May Independence Day, July 4th Labor Day, 1st Monday in September Columbus Day, 2nd Monday in October Veterans Day, November 11th Thanksgiving Day, 4th Thursday in November Christmas Day, December 25th

Note: When any of the above holidays falls on a Saturday, the preceding Friday will be observed as the legal holiday; holidays falling on a Sunday will be observed on the following Monday.

The contractor shall provide written notice to the Contracting Officer for approval at least three duty days before starting the scheduled work.

4 BASE FIRE REGULATIONS

No welding will be permitted without obtaining a welding permit issued by the Post Fire Department.

5 ENVIRONMENTAL REQUIREMENTS

Asbestos Containing Building Materials No asbestos containing materials shall be used in this project. The contractor shall certify, in writing to the Contracting Officer/Base Environmental Coordinator, that no asbestos containing materials will be used in this project.

Asbestos: To the best of the government’s knowledge, no asbestos-containing material (ACM) other than possible VAT and mastic will be disturbed by this project. Should the contractor encounter previously unidentified or suspected ACM which must be disturbed to comply with the contract documents, the contractor shall cease all work that would disturb the suspect material and shall immediately notify the Contracting Officer. The

Performance Work Statement (PWS) Page 6 of 7 government shall take steps, as appropriate, to ascertain the material’s composition and determine any remedial actions necessary.

6 SITE MAINTENANCE AND CLEANUP

Site Maintenance: The contractor shall maintain work areas in a neat, clean, and safe condition. The contractor shall be responsible for providing, installing, and the removal of any temporary signage, barriers, barricade tape, etc. which may be required to control pedestrian and/or vehicle traffic in the work area.

Dust Control: The amount of dust resulting from demolition shall be controlled to prevent the spread of dust to occupied portions of the building or construction site and to avoid creation of a nuisance in the surrounding area. Use of water will not be permitted when it will result in, or create, hazardous or objectionable conditions such as ice, flooding and pollution.

Protection of Existing Property: Before beginning any demolition work, the Contractor shall carefully survey the site and examine the drawings and specifications to determine the extent of the work. The Contractor shall take all necessary precautions to avoid damage to existing items to remain in place, to be reused, or to remain the property of the Government, and any damaged items shall be repaired or replaced as approved by the Contracting Officer at no additional cost to the Government. The Contractor shall carefully coordinate the work of this section with all other work and shall construct and maintain shoring, bracing and supports, as required. The Contractor shall ensure that structural elements are not overloaded and shall be responsible for increasing structural supports or adding new supports as may be required as a result of any cutting, removal, or demolition work performed under this contract. The interior of any project building and salvageable materials and equipment shall be protected from the weather at all times.

Cleanup: The contractor shall collect all trash, debris, refuse, garbage, etc., which is generated and place it in appropriate containers with lids or approved covers daily. The aforementioned materials shall be removed from the site by appropriate means daily, unless otherwise approved by the Contracting Officer. Disposal shall be outside the limits of government property.

7 STORAGE AND PARKING

Contractor storage and parking shall be near the job site or as designated by the Contracting Officer. The contractor shall keep all Contracting Officer approved storage areas free of debris, refuse, spills, leaks, stains, splashes and excessive materials. All storage areas shall be maintained in a neat, clean, and safe condition. The contractor at no additional expense to the government shall clean up any areas that incur contamination by any hazardous material or substances immediately. Remediation may include subsequent soil analysis if directed by the government. The contractor shall store all hazardous materials in a contractor supplied trailer or storage unit, which shall be leak

Performance Work Statement (PWS) Page 7 of 7 proof or contain secondary containment devices. The storage unit shall be secured when contract personnel are not present.

8 SCHEDULED OUTAGES (if applicable)

All outages, including but not limited to utility interruptions and road closures, shall be of as short in duration as possible and shall be scheduled by the Contractor in writing, as far in advance as possible with the contracting Officer and/or Contracting Officers Representative. In no case shall scheduling occur less than fourteen (14) calendar days prior to the required outage. The Contractors outage request shall include the following:

(1) Type of utility, access or service to be disrupted.

(2) Areas and/or facilities affected.

(3) Expected duration of outage.

(4) Date of proposed outage.

(5) Names of authorized personnel.

(6) Point of contact and telephone numbers.

9 RECORDS MANAGEMENT

The Contractor shall manage all data created for Government use or legally controlled by the Government, in support of the functional activity or required by AF publication, IAW with the AF Records Management procedures in Air Force Instruction (AFI) 33- 322, Air Force Manual (AFMAN) 33-363 and Air Force Instruction (AFI) 33-364 (or their subsequent replacements).

10 INSPECTIONS AND ACCEPTANCE

Final Inspection:

When all pre-final inspection discrepancies have been corrected, the Contracting Officer will conduct the final inspection program manager, the Contractor, and any needed subcontractor to determine whether the project can be finally accepted upon written notice from the Contractor that the punch list items are complete.

342 racks/hour

Insulated hinged doors

.39 gallon/rack

Stainless steel enclosure panels

Microprocessor controls with low temperature and dirty water indicators

(NSF) National Sanitation Foundation pot and pan mode

30 (kW) kilowatt stainless booster

Drain water tempering kit.

ENERGY STAR® compliant

Electric tank heat 15kW wash/10kW rinse

30kW electric booster

Right to left operation

Disposer with

6‐1/2" sink collar

3 Hp (horse power) motor

480v/60/3‐(ph) potential of hydrogen

Start/stop push button

Drain/flush/time delay

Automatic reversing & water saving with safety line disconnect (ARSS‐LD) Auto Reverse, Start and Stop Line Disconnect Control control

Chrome plated vacuum breaker

Solenoid valve

Sink stopper and flow control

Heat treated aluminum alloy housing

Media Vessel (qty) Size (2) 8” x 17”

Media Vessel Construction Fiberglass Wrapped Engineered Plastic

Empty Bed Volume /0.40 ft3

Media Type / Uniform Bead Cation Resin

Media Volume /0.40 ft3

Bed Depth Packed

Free Board None

Riser Tube ./1” CPVC

Distributor Upper ......../0.012” Slots, Engineered Plastic Basket

Distributor Lower ........../0.009” Slots, Stainless Steel Flat Plate

Regeneration Control /Non-electric Use Meter

Regeneration Type /Countercurrent

Meter Type /0.30 - 25.00 gpm Polypropylene Turbine

Inlet Water Quality

Pressure Range /15 – 125 psi Dynamic Pressure

Temperature Range /35 – 160o F

Temperature (Continuous) /150o F

pH Range /5 – 10 SU

Free Chlorine /Cl2 (Max.) 2.0 mg/l

Hardness as CaCO3 (Max.) /40 gpg

Operating Specs

Flow Range (15 / 30 psig) /10.2 – 16.4 gpm

Flow Configuration /Alternating

Dimensions (width x depth x height) 20” x 22” x 28”

Weight (Operating / Shipping)/220 lbs/ 100 lbs.

Connections

Inlet / Outlet Connections /Custom Adapter and Bracket

Drain Connection/ 0.5” Tube

Brine Line Connection /.0.375” Tube (internal)

Overflow Connection /0.5” Tube

Power

Salt Alarm /3 AA Batteries

Brine Tank Options

Tank Description /208 Cabinet

Tank Height /28”

Tank Footprint /20 x 22”

Material /HDPE

Salt Capacity /80 lbs.

Regeneration Specifications

Regeneration Volume /14 gallons

Regeneration Time /11 minutes

Backwash Flow Control /1.40 gpm

Brine Refill Flow Control/ 0.40 gpm

Vent Hoods

Adjustable by one inch on every side

Connects to the existing hood system in the ceiling

Standard VNTHD/E-ADJ

10 inches wide

Outside Reference Left side is 4 ¾ inches in height

Outside Reference Right Side is 11 ¼’’ inches

Extended EXTHD/E-ADJ

10 inches wide

Outside Reference Left side is 4 ¾ inches in height

Outside Reference Right Side is 20 1/2½ inches

One table with custom pass thru window, conveyor, soiled and clean dish table with waste through and hose clean up station and sink.

File details come from the government source that posted it.