36C25818B0337-002.pdf

600-18-3-5667-0801 36C262-18-AP-0749

Statement of Work Remove/Replace B126/128 Emergency Generator Fuel Lines

July 2018 Long Beach, California VA Health Care System (600)

600-18-3-5667-0801

B.1 INTRODUCTION:

This requirement is for construction services Remove & Replace existing Underground

Fuel Lines for Emergency Generators at Bldg-126 & 128, and move overfill alarm system, and Re-Route vent line. This project is referred to as the AC-26 Replacement in the VA Long

Beach Healthcare System. This requirement is classified under construction as it calls for the alteration of real property.

B.2 BACKGROUND / DESCRIPTION OF WORK:

In July of 2017, VA Long Beach had the Three (3) year SB/989 testing performed, it was found in this testing that we had several leaks in our Fuel Lines for the Underground Fuel

Storage Tanks that supply fuel to the Emergency Generators for Bldg-126 & 128. These deficiencies were noted by the City of Long Beach Fire Department, and we have been cited and fined since then. These repairs will bring us back into compliance with the Regulatory Agencies.

Also, we are relocating the Veeder Root Alarm System, as it is over 200 feet away from the fill port for the Underground Fuel Storage Tank at Bldg-126. The alarm system is so far away from the fill port that if it were to be overfilled while the operator is dispensing fuel, he/she will not be able to hear the alarm, alarm needs to be relocated to bring it up to current codes. 120 calendar days duration.

B.3 CONSTRUCTION DOCUMENT:

Contractor shall furnish all labor, equipment, certification, supervision, and materials necessary to perform all operations in connections with this order. Contractor shall perform work in strict accordance with the General Specifications, Statement of Work, schedule, and all other supporting documents for this contract to include, but not limited to the following documents:

B.4 SPECIFICATIONS

A. The VA Master Construction Specifications contain work procedures and material requirements designed to meet regulatory compliance requirements.

Whenever possible, the Master Construction Specifications must be used as the basis for project designs.

B. A complete list of these specifications can be viewed at the following website:

http://www.cfm.va.gov. Specifications which address EOSH requirements include, but are not limited to, the following:

a. SECTION 01 00 00 – General Requirements

b. SECTION 23 10 00 FACILITY FUEL OIL SYSTEMS

B.5 SPECIFIC REQUIREMENTS

View following applicable Specifications at VHA web site , https://www.cfm.va.gov/TIL/’.

▪ Section 02 41 00 Demolition.

▪ Section 03 30 53, Short Form CAST-IN-PLACE CONCRETE.

▪ Section 26 05 11 Requirements for Electrical Installation.

▪ Section 26 05 19 Low Voltage Electrical Power Conductors & Cables.

▪ Section 26 27 26 Wiring Devices

▪ Section 26 05 41, UNDERGROUND ELECTRICAL CONSTRUCTION.

▪ Section 28 31 00 Fire Detection & Alarm

▪ Section 31 20 00, EARTHWORK.

California Design & Specifications are described in :

Title 23 , California Code of Regulations , Chapter 16 , California water Boards

‘ Underground storage Tank Regulations’ July 2011.

Web site ‘https://www.waterboards.ca.gov/ust/regulatory/’

Contractor shall submit State of California Mechanical, Plumbing, Safety Engineer approved shop drawings for each component of the new system and construction schedule for VA-COR and City of

Long Beach Fire Department approval. All work under this contract shall be in accordance with industry standards, OSHA, California State Water Resources Board, and all applicable State/Federal Regulations.

Contractor shall ensure that all required coordination and notification is conducted with the regulatory agency, City of Long Beach Fire Department and VALBHS. All work shall be performed by an approved and valid State of California Contractor. Contractor shall ensure (if required) all permits, plans and certifications are in place prior to commencing work.

http://www.cfm.va.gov/

Applicable VHA Specification are:

SECTION 23 10 00 FACILITY FUEL OIL SYSTEMS (ATTACHED)

1.1 Section 01 00 00, GENERAL REQUIREMENTS(ATTACHED)

1.2 Section 02 41 00, DEMOLITION.

1.3 Section 03 30 53, SHORT FORM, CAST-IN-PLACE CONCRETE.

1.4 Section 26 05 11, REQUIREMENTS FOR ELECTRICAL INSTALLATION.

1.5 Section 26 05 19, LOW VOLTAGE ELECTRICAL POWER CONDUCTORS &

CABLES.

1.6 Section 26 27 26, WIRING DEVICES

1.7 Section 26 05 41, UNDERGROUND ELECTRICAL CONSTRUCTION.

1.8 Section 28 31 00, FIRE DETECTION & ALARM.

1.9 Section 31 20 00, EARTHWORK

2. Contractor shall check in with Keith Didrickson, Bldg-5C, upon arrival at the VA Long Beach

Healthcare System.

3. Contractor and Employees shall be issued Temporary ID Badges from the VA Police

Department that are to be worn at all times while on VA Property.

4. Supervisor: 30 Hour OSHA Construction Safety Training.

5. Personnel: 10 Hour OSHA Construction Safety Training.

6. Contractor and Employees to attend a 30 minute VA Safety briefing provided by the Safety

Department.

7. A site visit is required for this Construction.

5. Specific Tasks. EAST SIDE OF BLDG-126, NEW FUEL LINES:

1. Contractor shall provide one (1) 1-MEG/1000 KW Mobile Generator and install on-site at the temporary generator hookup located at the front driveway of Bldg-126, for Back up

Emergency Power for the Main Hospital, Bldg-126. Generator shall be maintained 24

Hours by Contractor during duration of Construction. Load bank hook up box has cam-lock cables, a 120/V outlet for battery charger, auto start wires and a phase rotation meter. Generator hookup will require 13 4/0 cables for hookup at 50 feet

2. Contractor shall remove two (2) existing sidewalks that cross over existing trench for underground fuel lines, and hand excavate to expose existing underground fuel lines. (A)

25” x 90” x 4”. (B) 5’ x 6’ x 4”. Contractor shall secure the area once the existing sections of the sidewalks have been removed with construction stakes/posts and plastic mesh, provided by the VA.

3. Contractor shall flush out three (3) fiberglass lined pipes (FRP) to remove any oil residue.

Residue shall be disposed of per California Codes at an approved site for disposal.

Contractor shall provide a Manifest of the disposal of any residue that was removed and disposed of at the approved site for disposal.

4. Contractor shall remove three (3) FRP lines (one supply, one return & one vent line) and dispose of at an approved site for disposal, and provide a Manifest of the disposal of the pipes.

5. Contractor shall hand excavate the base of the existing trench so that the installation of two (2) FRP lines (supply & return) will be installed as follows: (A) Base shall be 20” wide. (B) Base shall be hand excavated so that there will be 10” thick of rounded 3/8” pea stone. (C) Return line shall be slightly sloped to match existing line. All soil that is removed is to be disposed of at an approved site for disposal and Contractor is to provide a Manifest for all soil that is disposed of, as the soil will be contaminated with fuel residue. All Manifests are to be provided to the COR within 14 calendar days of disposal.

6. Contractor shall submit sketch of excavated trench with dimensions for approval.

7. Contractor shall install two (2) new FRP lines (one supply & one return), , 2” Primary with 3” Secondary containment on a 10” base of 3/8” rounded pea stone, each line will be approximately 220 feet long. Primary 2” line shall be tested at 10/PSI. Secondary containment line shall be tested at 5/PSI. Return line shall be slightly sloped to match existing line at Underground Storage Tank (UST).

8. Contractor shall install 10” of 3/8” rounded pea stone the entire length of the trench.

9. Contractor shall install Filter Fabric, Model: Woven 150, as Manufactured by Granite

Environmental on top of the 3/8” rounded pea stone. Backfill entire trench to grade with a minimum of four (4) inches of top soil. Install grass seed on top soil, keep top soil moist until germinated.

10. Two (2) FRP lines at Bldg-126 shall enter via a transition pump, manufactured by APT, Model: AST-2922. Cover shall have 4” inspection port with lockable cap and adaptor, Model: OPW634TTM7087/OPW633T8075.

11. Pipes shall exit using entry boots, Model: DEB-200-SC.

12. Contractor shall make all electrical & plumbing connections between new lines and existing lines for detection of fuel overflow at Veeder Root Panel.

13. Sump shall have one (1) Veeder Root sump sensor, Model: 330513-001 and shall be tied into existing TLS-300 Console.

14. Contractor shall replace two (2) sections of sidewalk that were removed with 3000/psi concrete with steel mesh, (A) 25” x 90” x 4”. (B) 6’ x 5’ x 4”, and finish concrete to match existing.

15. Contractor shall repair/replace any irrigation (Sprinkler) piping and sprinkler heads that may be damaged during excavation to match existing.

16. Contractor shall remove and dispose of all dirt and gravel left from the original excavation, as well as current excavation, and dispose of at an approved site for disposal.

RE-ROUTING OF VENT LINE AT BLDG-126.

1. Contractor shall excavate approximately 15’ of existing soil toward Bldg-126, with a

20“ wide base to re-route Vent line towards Bldg-126.

2. Contractor shall install one set of FRP’s (2” primary & 3” secondary), approximately 15’ in existing trench, with a 10” base of 3/8” rounded pea stone.

3. Contractor shall install one (1), 90 degree elbow and run an additional 15’ of FRP toward Bldg-126, with a 10” base of 3/8” rounded pea stone.

4. Contractor shall install one (1), 90 degree elbow up to existing grade, with FRP, and install another 90 degree elbow running toward Bldg-126, with 14’ of 2” diameter stainless steel flex pipe, Model: FSMM0200x18.

5. Contractor shall install stainless steel flex pipe to 90 degree elbow mounted to Bldg-126, per California codes.

6. Contractor shall install, 30’ of 2” Galvanized pipe vertically up the wall of Bldg-126, and attach per California Codes.

7. Vent lines underground will all be FRP’s and run from the UST to the transition sump

Manufactured by APT, Model AST-2922, cover shall have 4” inspection port with lockable cap and adaptor, Model: OPW634TTM7087/OPW633T8075.

8. Vent lines in trench shall be connected to transition sump using entry boots, Model:

DEB-200-5C. Sump shall have one (1) Veeder Root sump sensor, Model: 330513-001 and shall be tied into existing TLS-300 console. Vent line shall be connected to UST, transition sump and Veeder Root sensor per California Codes.

RELOCATING EXISTING VEEDER ROOT OVERFILL ALARM SYSTEM

FROM BLDG-151, SUB-STATION 13, WHICH HOUSES EMERGENCY

GENERATOR FOR BLDG-126, TO TANK FILL PORT, LOCATED AT BLDG-126.

1. Contractor shall turn off all power to Veeder Root alarm system, and do LO/TO (lock out/tag out).

2. Contractor shall remove L/B (left bend) on outside of cinder block wall to include all conduit, boxes, fittings and straps that come before L/B (left bend).

3. Contractor shall remove all electrical wiring and low voltage wiring to 4S junction box inside Bldg-151.

4. Contractor shall seal penetration on outside of Bldg-151.

5. Contractor shall remove existing Veeder Root alarm system and reinstall at new location near fill port station next to Bldg-126.

6. Contractor shall run new ¾” EMT (electrical metallic tubing) from existing 4S box inside to adjacent wall and install new 4S box, with compression couplings & connectors.

7. Contractor shall drill through wall at new 4S box through cinder block wall.

8. Contractor shall run ¾” EMT (electrical magnetic tubing) through cinder block wall.

Install on outside of cinder block wall a new weather rated junction box & connect new

4S box to new weather rated junction box.

9. Contractor shall install new ¾” EMT for low voltage wiring from Veeder Root to newly installed 4S box.

10. Contractor shall install new ¾” EMT for electrical wiring from Veeder Root to newly installed 4S junction box.

11. Contractor shall install ¾” RMC for low voltage wiring from newly installed weather rated junction box down to existing trench, 8” to 10” below grade, with 8” to 10” of

20/ML PVC pipe tape on RMC & SCH/80 PVC pipe.

12. Contractor shall install approximately 220’ of SCH/80 PVC electrical conduit in existing trench for low voltage wiring, with 8” to 10” inches of 20/ML PVC pipe tape from connection of newly installed RMC.

13. Contractor shall install approximately 220’ of SCH/80 PVC electrical conduit in existing trench for electrical wiring, with 8” to 10” of 20/ML PVC pipe tape from connection of newly installed RMC.

14. Contractor shall run all wiring to match existing wire type and adjust to account for voltage drop of newly install electrical wiring and newly installed low voltage wiring.

15. Contractor shall install new concrete pad, 3’ x 3’ x 18” near fill port station next to

Bldg-126, to include 2 ea. 7’ X 2” galvanized steel pipe, with galvanized caps, set approximately 20” apart, with 6’ above finished concrete.

16. Contractor shall install ¾” RMC for low voltage wiring up to desired height, with 8” to

10” of 20/ML PVC pipe tape above finished concrete and 8” to 10” of 20/ML PVC pipe tape on SCH/80 PVC electrical conduit in existing trench.

17. Contractor shall install ¾” RMC for electrical wiring up to desired height, with 8” to

10” of 20/ML PVC pipe tape above finished concrete and 8” to 10” of 20/ML on

SCH/80 PVC electrical conduit in existing trench.

18. Contractor shall install 2 ea. 24” long unistruts, with U-Bolts and Unistrut spring nuts.

19. Contractor shall install new weather rated junction box to unistruts, and tie all RMC into newly installed weather rated junction box.

20. Contractor shall run all wiring to match existing wire type and adjust to account for voltage drop of newly installed electrical wiring and newly installed low voltage wiring, through all newly installed junction boxes, weather rated junction boxes, all

RMC and all SCH/80 PVC electrical conduit and tie into newly installed Veeder Root alarm location.

21. Once Contractor is finished with the new installation, Contractor will remove LO/TO

(lock out/tag out) and test system for proper operation.

22. Contractor shall remove and dispose all debris and leave area clean.

BLDG-128, FUEL LINES:

1. Contractor shall flush out existing Fiberglass Reinforced Plastic (FRP) line to remove any oil residue. Residue shall be disposed of per California Codes at an approved site for disposal. Contractor shall provide a Manifest of the disposal of any residue that was removed and disposed of at the approved disposal site.

2. Contractor shall remove one (1) FRP line (approximately 180’ long) and dispose of at an approved site for disposal. Contractor to provide a Manifest for the disposal of the RFP.

3. Contractor shall hand excavate the base of the existing trench so that the installation of one (1) RFP line will be installed as follows: Base shall be 12” wide so that there will be 10” of 3/8” rounded pea stone. All soil that is excavated will be disposed of at an approved site for disposal, as soil will be contaminated with fuel/oil residue. Contractor shall provide a Manifest of all soil that was disposed of at the approved site for disposal.

4. Contractor shall remove existing irrigation lines in the trench, and replace to match existing to include sprinkler heads.

5. Contractor shall install approximately 180” of new FRP. Primary 2” with 3” secondary containment, per California Codes.

6. Contractor shall install Filter Fabric, Model: Woven 150, as Manufactured by

Granite Environmental on top of 10” of 3/8” rounded pea stone.

7. Contractor shall backfill entire trench to grade with a minimum of four (4) inches of top soil. Install new grass seed on top soil, keep top soil moist until germinated.

6. Performance Monitoring - Routine inspections by Facilities Personnel

7. Security Requirements

Vendor will not have access to patient records, data or VA computer systems

8. Government-Furnished Equipment (GFE)/Government-Furnished Information (GFI).

No Government equipment will be used by the Vendor

9. Other Pertinent Information or Special Considerations.

None

10. Risk Control

Submit an (ICRA). “Infection Prevention Construction Risk Assessment” permits.

11. Place of Performance.

Bldg. 126 & 128,6 VAMCLB.

12. Period of Performance.

The period of performance will begin immediately due to the extreme nature of this emergency.

13. Delivery Schedule.

N/A:

B.6 CONFORMANCE STANDARDS:

A. All design and construction accomplished pursuant to this contract shall comply with the latest edition of the following documents unless the contractor is directed otherwise by the Contracting Officer. Any exceptions must be approved in writing by the Contracting Officer prior to construction startup.

a. VA Master Construction Specifications

• https://www.cfm.va.gov/til/spec.asp#01

b. VA Construction Standards

c. VA Seismic Design Handbook

d. VA Space Planning Criteria

e. VA Design Manuals

f. VA CADD Standards

g. NFPA 101, Life Safety Code

h. NFPA 70, National Electric Code

i. NFPA 99, Health Care Facilities

j. NFPA 12, Installation of Sprinkler Systems https://www.cfm.va.gov/til/spec.asp#01

k. Accessibility Standards (ADAAG, ABAAS, Barrier Free

Design Guide)

l. AIA Guidelines for Construction and Equipment of Hospital and

Medical Facilities

m. International Building Codes

n. State and Local codes and guidelines (as applicable)

B.7 HOURS OF COVERAGE:

A. Normal hours of operation are Monday through Friday from 7:30 am to 4:00 pm California time (no daylight savings). All work is expected to be performed generally during/outside normal hours of coverage unless requested or approved by the COTR or his/her designee.

B. Before commencement of work, the Contractor shall confer with the VA COR and Contracting Office to agree on a sequence of procedures; means of access to premises and building. All work performed, to include delivery of materials and equipment, shall be made with minimal interference to Government operations and personnel.

C. Work performed outside the normal hours of coverage must be approved by the COTR or his/her designee.

D. Federal Holidays observed by NAVAHCS are:

New Years' Day Labor Day

Martin Luther King Day Columbus Day

Presidents' Day Veterans' Day

Memorial Day Thanksgiving Day

Independence Day Christmas Day

B.8 IDENTIFICATION, PARKING, SMOKING, AND VA REGULATIONS:

A. The Contractor's FSEs shall wear visible identification issued by NAVAHCS

Police Section at all times while on the premises of NAVAHCS. It is the responsibility of the Contractor to park in the appropriate designated parking areas. Information on parking is available from the VA Police Section.

NAVAHCS will not invalidate or make reimbursement for parking violations of the Contractor under any conditions. Smoking is prohibited inside any buildings at NAVAHCS. Possession of weapons is prohibited. Enclosed containers, including tool kits, shall be subject to search. Violations of VA regulations may result in citation answerable in the United States (Federal)

District Court, not a local district, state, or municipal court.

B.9 INFORMATION SECURITY:

A. In accordance with Appendix A, Handbook 6500.6 Checklist blocks 7, the

C&A requirements do not apply to this requirement, and Security

Accreditation Package is not required. The nature of this requirement is technical; however, there is no information to be protected.

B.10 OTHER PERTINENT INFORMATION OR SPECIAL CONSIDERATIONS:

A. Access to worksite shall be coordinated through the Engineering Department located at:

VA Long Beach Healthcare System

5901 East Seventh St.

Long Beach, Ca., 90822-5201

Contracting Officer’s Representative (COR).

Name: KEITH DIDRICKSON

Section: Facilities

Address: 138C3

Phone Number: 562-826-8000, ext: 22469.

Fax Number: 562-826-5981

E-Mail Address: Keith.Didrickson@va.gov

B.11 PERIOD OF PERFORMANCE:

A. Commencement of work shall begin within 10 days after receipt of written Notice to Proceed (NTP), and should last no longer than a duration of 120 calendar days after date NTP is issued.

B.12 SUBMITTALS:

B. Contractor shall submit all required material/shop drawing submittals to the Contracting Officer within 10 calendar days of award, or as agreed to by the Contracting Officer for approval. No materials shall be installed prior to approval.

C. All material submittals and shop drawings shall contain, and have the Project Title, Project Number, and Contract number clearly indicated.

D. Material submittals and shop drawings shall be checked and signed by the Contractors Quality Control Manager prior to submission to the Government.

E. Submittals shall be legible, and shall include all technical data needed to verify that the item meets requirements of listed specifications, and applicable codes.

B.13 MODIFICATIONS:

A. Modifications for this project after award will utilize the modification table and will be filled out when submitting a request. All requests must be submitted to the assigned COR who will then submit a formal request to the

Contracting Officer (CO). New work is not allowed to commence unless it is signed by both parties via a Standard Form (SF) 30 modification.