Attachment_1-_SOW.pdf

Statement of Work

Project AWUB 11-0174 Repair AFFF System

Bldg. 6626

1. In general, the scope of work shall consist of providing all material, labor, and design effort for the repair of the existing AFFF system for Building 6626. The contractor must complete all work in accordance with this statement of work and all applicable code requirements.

a. Code Compliance:

Where applicable, all work performed under this contract shall meet all federa l, state and local codes and standards including but not limited to ATFP, UFC 3- 600-01 , UFC 3-600-02, AFI 32-1066, ETL 02-15, NFPA's, AFOSH's. AFMAN 91-201 , UFC 3-410-01FA for Mechanical, UFC 3-420-01 for Plumbing, International Building Code, MIL-HDBK-1190, Facility Planning and Design Guide, Occupational Safety and Health Act of 1970, Air Force Technical Letters (ETLs), National Electric Code, ASHRAE Standards, SMACNA Standards, International Plumbing Code, etc. Where any ambiguity exists between standards, the most stringent shall apply.

b. Any work performed by the contractor that, in the opinion of the Government Technical Representative, does not comply with manufacturer's installation and performance instructions, that does not meet the requirements of this Statement of Work, or does not meet industry standards or code requirements, shall be removed and replaced by the contractor at no additional cost to the government.

2. Contractor shall repair and put into complete working order, the AFFF System for Building 6626. The work shall be performed by a certified/licensed fire technician meeting the certification requirements of UFC 3-600-1 , NFPA's and other applicable documents. Minimum work requirements are:

i. Remove all old 6% bladder tanks (4) and change out to new appropriately sized horizontal foam bladder tanks.

ii. Change each ratio controller to ensure proper proportioning.

iii. Remove and discard the existing 1800 gallon reserve tanks (4).

iv. Install new stainless steel piping foam concentrate line per ETLIUFC.

v. Replace four deluge valves and trim with an external reset type.

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Attachment 1

vi. During demo and construction process, if there are any defective or damaged parts, the contractor will immediately bring that to the Government's attention (2Cons Contract Administrator). 2Cons will consult with the 2CES project manager to determine if replacement is required. If deemed necessary to replace, contractor will replace parts, provide 2Cons with receipts for parts. Contractor will be reimbursed for parts and services for Government approved work and work that receipts have been turned into 2Cons.

3. Bid Option:

Deficiency Description Corrective Action Sprinklers are not quick response and do Replace sprinkler heads ( 4 systems) not have correct temperature rating

(ETL 98-8 §A3.3.4)

Inspectors test valve not properly identified to its normal position

Add signage to identify normal position (4)

(NFPA 13 §8.16. 1.1.8)

No fire department connection Per AFCEC direction, do not provide on systems (NFPA 13 §8.17) pressurized by fire pumps

Water supply pipe enters through floor Reroute pipe entering building to be in a trench slab (ETL 02-15 §A 1.3 .1 .6.2) or above the slab ( 1)

Hydraulic data plate missing from riser Add hydraulic data plate to riser (4)

(NFPA 13 §25.5)

System shutoff valves and drain valves Add identification tags to valves (8) not properly identi fied (NFPA 13 §8. 16.1.1.8) System shutoffvalves and drain valves Add signage to identify normal position (8) not properl y ident ified as to thei r normal position (NFPA 13 §8.1 6.1.1.8)

Surge suppressor not insta lled Add minimum 10 gallon surge suppressor ( 4) (ETL 02-1 5 §Al.3.2.6)

No test header installed (ETL 98-8 Add test header ( I) §A3. 1.4) Underwing nozzles oscillate (ETL 98-8 Conduct engineering evaluation to verify nozzle §A3.4. 1 requires replacement with fixed) replacement would still provide adequate coverage; costs unknown due to unknown reso lution

Hydraulic data plate missing from riser Add hydraulic data plate to riser (4)

(NFPA 13 §25.5)

FA4608-15-R-0044

Deficiency Description Corrective Action Not all required valves are supervised; Add lock, seal or tamper switch to all foam concentrate valve and water unsupervised valves (8) isolation valve not supervised (NFPA 13 §8. 16.1.1.2) System shutoffvalves not properly Add identification tags to valves (4) identified (NFPA 13 §8.1 6. 1.1.8)

System drain valves not properly Add identification tags to valves (2) identified (NFPA 13 §8.1 6. 1.1.8)

System shutoff valves and drain valves Add signage to identify normal position (8) not properly identified as to their normal position (NFPA l3 §8.16.1. 1.8)

Surge suppressor not installed Replace with minimum 10 gallon surge (ETL 98-8 §A3.3.7) suppressor ( 4)

Dry bulb temperature less than 30 degrees Add temperature monitoring system ( 1) F and there is no temperature monitoring system

(ETL 02-15 §A1.5.4)

Not located in a room with humidity Add humidity control to room containing foam control (NFP A 72 §I 0.3 .5) system control panel ( l )

Panel doesn' t have transient voltage surge Add transient voltage surge suppression ( 1) suppression (ETL 02-15 §A l.3.5. 1.2)

Not located in a room with humidity Add humidity control to room containing fire control (NFPA 72 § 10.3.5) alarm control panel ( I)

Panel doesn' t have transient voltage surge Add transient voltage surge suppression ( 1) suppression (ETL 02- 15 §A 1.3 .5 .1.2)

Located closer than 5 feet to fi re alarm Relocate stations (2) pull station and not on opposite side of -door from fire alarm pull station (AFLL 2010)

4. All piping shall be hydrostatically tested to 200 psig for one hour and checked for leaks.

The project inspector shall witness all tests. A Hydrostatic Test Report shall be submitted certifying the test results.

5. Painting: If any pipe is added , exposed pipe shall be cleaned, primed and painted , except stainless steel piping.

6. Electrical:

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If valves are added , they shall be supervised. If any alarms are added , ensure they tie in to fire alarm control panel.

7. As-Built drawings shall be provided prior to final acceptance of project. Specifications for the as-built drawings are included.

8. Submittals:

Parts are as specified in Paragraph 2.

9. Scheduling :

Building is currently out of service due to these fire suppression issues. Work needs to begin as soon as possible. Provide 2 week notice before starting work.

10. Contract Closeout:

The following items are required at contract closeout. Final payment on contract shall not be made without the submittal of all of the required closeout documents.

a. Operations, Maintenance Manuals, Manufacturer specifications, Catalogs Required on all contractor furnished equipment. Manuals shall include information and model numbers for ordering replacement parts.

b. Equipment Warranties- Warranties shall be submitted for all contractor provided equipment.

11 . The project engineer is Allen Spillers who may be reached at (318) 456-3030. All work within the hangar must be scheduled and coordinated with the facility users.

FA4608-15-R-0044

Lay-down Area Temporary Fencing

1. The Contractor shall furnish all labor, materials, and equipment necessary to provide secure and visually aesthetic temporary fencing for surrounding project equipment and material in lay-down areas.

Work shall include:

a. Clearing area of all encumbrances to safe erection of fencing.

b. Provide fence that is: metal tube frame; metal woven wire mesh (minimum 11 gauge); minimum 6 feet in height.

c. Provide integral to fence visual blocking material, either slat weave or sheet goods.

d. Erecting fence in such manner as to prevent loss of fencing or blocking due to inclement weather.

e. At no time shall fence interfere with fire egress paths or fire equipment ingress, to include periods when gates are in operation.

Contractor shall submit cut sheets on all items for installation, prior to procurement, for approval by the C.E.

Architect. Complete the design as indicated on drawings in accordance with UFC 1-200-01 General Building

Requirements which includes the latest editions of the International Building Code and NFPA Life Safety Code, and

Americans with Disabilities Act. All required work shall be accomplished in accordance with the Barksdale AFB

Design Compatibility Guidelines (DCG). All colors and materials shall be selected by the Civil Engineer Architect in accordance with the DCG. Construction shall be conducted in a quality workmanlike manner. Contractor shall take any steps necessary to protect government and occupant property from damage caused by weather or other occurrence while work is in progress.

2. Upon notification of completion by the contractor a determination will be made as to the satisfactory completion and acceptance of the contract specification(s). Any segment of the operation that is not acceptable because of an unsightly or unprofessional appearance will be justification for rejection of the treatment. The contractor will incur all costs, both labor and materials, for reaccomplishment of any unacceptable work identified.

3. The contractor will be responsible for and incur any and all labor and material costs required to repair any damages to government facilities that occurred during and as result of repair work, replacement operations, or new work, under this contract. This damage will be identified as separate from the condition of the facilities as identified during the initial inspection. The damage will be identified, but not limited, to the following items.

a. Government gas, water and electric transmission and distribution systems

b. Occupant personal property

Additional Information.

a. The contractor will begin work not earlier than 7:30 am each workday. Work will not be performed later than 6:00 pm.

b. Inspections will be conducted by the Contracting Officer and /or Contracting Officer’s Representative and the Contractor’s Manager.

c. Any discrepancies should be noted and forwarded to the Architect.

Background Checks for Contractor Personnel Requiring Entry/Access to Barksdale AFB (Jan 2005)

Security Forces will conduct a National Crime and Information Center (NCIC) background check on all contractor or subcontractor personnel prior to granting access to the installation.

CONSTRUCTION AND DEMOLITION DEBRIS REPORTS

The following requirement is listed in Attachment 2, Environmental Requirements for Contractors Working on

Barksdale Air Force Base. These reports are required to be submitted on an AF 3000 Material Submittal and should be incorporated into the AF66 Material Submittal Schedule at time of contract award. Final payment will not be released until C&D reports have been submitted and accepted by the Government.

“Construction and Demolition (C&D) debris is generated as a result of construction, renovation, or demolition activities. Although C&D debris is usually considered a single waste stream, the composition actually varies with each activity and the type, size, and location of the structures involved. Disposing of C&D debris in landfills consumes enormous amounts of space and is both economically and environmentally costly. In accordance with AFI

32-7042 and BAFB’s Integrated Solid Waste Management Plan (ISWMP), ALL WEIGHTS OF C&D

MATERIALS RECYCLED AND DISPOSED MUST BE REPORTED TO THE RECYCLE PROGRAM

MANAGER.”

CONTRACT COMPLETION INSPECTIONS

The contractor will schedule (preferably with 3 working days notice) a pre-completion inspection to be held approximately 10 calendar days prior to the expiration of the contract. This inspection may result in a "punch list" indicating items to be furnished or work to be completed by the contractor or subcontractors in order to complete the work specified in the contract documents. This list may not be construed to be all inclusive. A copy of the list will be furnished to the contractor within 2 workdays for his use in completing the contractual work. If the pre-completion inspection results in no "punch list" and the work is complete, this inspection may be considered the

"final" inspection as determined by the Contracting Officer. If required, the contractor will be responsible for scheduling the contract completion inspection (preferably with 3 working days notice) to be held no later than the final day of contract performance. Should this inspection result in a "punchlist", the contractor will have 10 calendar days (after receipt of punchlist) to complete all punchlist items and notify the Contracting Officer of this.

NO FINAL INVOICE SHALL BE PAID UNTIL ALL PUNCHLIST ITEMS ARE COMPLETED TO THE

SATISFACTION OF THE CONTRACTING OFFICER. Should a contractor exceed the time allowed for these corrections, it may result in negative past performance which could affect future contract awards.