Attachment_1_N6660420R8481.pdf

1300865518

PROJECT TITLE AND DESCRIPTION: Zinc Removal Project

PROPOSAL DUE: 16 SEPTEMBER 2020 @ 1400 EST.

MAGNITUDE OF PROJECT PER FAR 36.204: Betw een $25,000 and $100,000.

METHOD OF PAYMENT: WIDE AREA WORKFLOW

FULL AND OPEN COMPETITION: NAICS 238920

IMPORTANT: PLEASE NOTE THAT TECHNICAL INFORMATION IS REQUIRED WITH SUBMISSION OF OFFER. SEE SECTIONS L AND M FOR SPECIFIC REQUIREMENTS. OFFERORS NOT SUBMITTING THIS INFORMATION RISK BEING EXCLUDED FROM CONSIDERATION FOR AWARD.

OFFERORS MUST BE REGISTERED IN THE SYSTEM FOR AWARD MANAGEMENT (SAM) TO BE ELIGIBLE FOR AWARD.

MICHAEL N OUELLETTE (401)-832-5568

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

30-Aug-2020

(RFP)

(IFB)

X

CALL:

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

See Item 7

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

X

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA

FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance w ithin _______10 calendar days and complete it w ithin ________60 calendar days after receiving aw ard, notice to proceed. This performance period is X mandatory, negotiable. (See _________________________52.211-10

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________1 copies to perform the w ork required are due at the place specif ied in Item 8 by ___________ local time ______________16 Sep 2020 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.

shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee is, X is not required.

C. All offers are subject to the (1) w ork requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than _______60 calendar days for Government acceptance after the date offers are due w ill not be considered and w ill be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

7. ISSUED BY CODE

NAVAL UNDERSEA WARFARE CENTER

MICHAEL NORMAN OUELLETTE , CODE 0221

CONTRACTS DEPARTMENT

1176 HOWELL STREET, BLDG. 1258

NEWPORT RI 02841-1708

N66604

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

02:00 PM (hour)

Sealed envelopes containing offers

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

8. ADDRESS OFFER TO (If Other Than Item 7)

FAX:TEL: 401-832-5568 TEL: FAX:

N6660420R8481 73

20B. SIGNATURE

(REV. 4-85)STANDARD FORM 1442 BACK

TO SIGN

NSN 7540-01-155-3212

SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)

CODE FACILITY CODE

17. The offeror agrees to perform the w ork required at the prices specif ied below in strict accordance w ith the terms of this solicitation, if this offer is accepted by the Government in w riting w ithin ________ calendar days after the date offers are due.

the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE SCHEDULE OF PRICES

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

OFFER (Type or print)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified)

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

CODE27. PAYMENT WILL BE MADE BY:26. ADMINISTERED BY

(Include ZIP Code)14. NAME AND ADDRESS OF OFFEROR 15. TELEPHONE NO. (Include area code)

See Item 14

(Include only if different than Item 14)16. REMITTANCE ADDRESS

30B. SIGNATURE

29. AWARD (Contractor is not required to sign this document.)

document and return _______ copies to issuing office.) Contractor agrees Your of f er on this solicitation, is hereby accepted as to the items listed. This award con-to f urnish and deliv er all items or perf orm all work, requisitions identif ied summates the contract, which consists of (a) the Gov ernment solicitation and on this f orm and any continuation sheets f or the consideration stated in this y our of f er, and (b) this contract award. No f urther contractual document is contract. The rights and obligations of the parties to this contract shall be necessary .

gov erned by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certif ications, and specif ications or incorporated by ref er-ence in or attached to this contract.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER (Type or print)

30C. DATE

(Type or print)

TEL: EMAIL:

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this28. NEGOTIATED AGREEMENT

(M ust be fully completed by offeror)OFFER

N6660420R8481

Section B - Supplies or Services and Prices

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job Bldg 1171 Zinc Removal Project

FFP

The contractor shall provide all materials, equipment, labor and supervision to complete the project in accordance with the Statement of Work, and Attached Drawing.

FOB: Destination

VENDOR PART NR: 400000008485-0010

PURCHASE REQUEST NUMBER: 1300865518

PSC CD: Z2HB

NET AMT

Section C - Descriptions and Specifications

STATEMENT OF WORK

STATEMENT OF WORK

1. BACKGROUND

The Naval Undersea Warfare Center Division, Newport (NUWCDIVNPT) is a Naval research activity operating under the direction of the Commander, Naval Sea Systems Command (NAVSEA). We provide research, development, test and evaluation, engineering, analysis and assessment, as well as Fleet support capabilities for submarines, autonomous underwater systems, and offensive and defensive undersea weapon systems, and stewards existing and emerging technologies in support of undersea warfare.

2. SCOPE

The Contractor shall provide all materials, equipment, labor, and supervision for a zinc removal system for the acoustic testing pool at building 1171.

• All work to be performed at Building 1171.

• All work to be performed in accordance with NUWCDIVNPT Drawings 20-002A (3 sheets) and this Statement of Work.

• Customer to provide area for equipment and material storage.

• Customer to provide access to area for workers and equipment.

• All Work shall be in accordance with OSHA and Army Corp of Engineers Safety Manual, EM-385-1-1 Current Edition Safety requirements.

• Safety and Health Standards for Construction Industry (29 CFR PART 1929 2007).

• Contractor shall inspect all work in accordance with FAR 52.245-12 "Inspection of Construction."

• Contractor shall coordinate with the NUWCDIVNPT Technical Point of Contact (TPOC) prior to commencement of work to ensure no scheduling or base/building access issues.

Submittals: The Contractor shall submit the following within 7 days after award:

Within seven (7) days of contract award, the contractor shall provide two (2) copies of each of the below submittals for Government approval. Submittals shall be provided to TPOC, as listed in contract clause G-242-H001.

Submittals shall be approved by the TPOC prior to the start of work.

2.1.1 For all materials to be used on the project, the contractor shall provide the following information:

(1) Manufactures name

(2) Catalog number

(3) Specifications

(4) Safety Data Sheets (SDS): An SDS shall be submitted along with the product data for any potentially hazardous materials such as adhesives and flux materials. The contractor shall use Low Volatile Organic Compound (VOC) materials wherever possible.

2.1.2 Work Schedule

2.1.3 Accident Protection Plan (APP) as required in EM-385

2.1.4 Activity Hazard Analysis as detailed in paragraph 5.6.4 ACTIVITY HAZARD ANALYSIS

2.2. Time of Completion: Work shall be diligently prosecuted and completed. Commencement, prosecution, and completion of the work shall be in accordance with Clause 52.211-10. Contractor is required to furnish proof of any cause for delay and must request an extension of the completion date in writing to the Contracting Officer.

2.3. Clean-Up of Site. Site clean up shall be performed on a daily basis. Contractors are not permitted to use Government dumpsters or other Contractor dumpsters for disposal of debris.

2.4. Hot Work. A hot work permit is required as needed. A permit may be obtained through the Government inspector with 48 hours’ prior notice. Hot work in electrical or mechanical room space will require a gas-free test prior to the Government fire inspector granting approval. In accordance with the Government fire inspector's requirements, the Contractor must perform this test daily. The Government fire inspector shall approve the instrument used.

2.5. Dust Control. The amount of dust resulting from demolition shall be controlled to prevent the spread of dust to occupied portions of the 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.

2.6. Warranties. The contractor shall provide warranty services for all new items installed for one (1) year following acceptance by the Government. Warranty period begins at final system acceptance. If there is a failure of the system, the contractor shall respond within 48 hours of notification.

2.7. Radio Transmitter Restrictions. The contractor shall conform to the restrictions and procedures for the use of radio transmitting equipment as directed. The contractor shall not use transmitters without prior approval from the Explosive Safety Officer.

2.8 Pre Construction Conference. The contractor shall attend a pre-construction conference at the Naval Undersea Warfare Center to discuss all aspects of the project, including phasing, scheduling, safety concerns, fire department concerns, submission of submittals and the approval process, security concerns, environmental issues, customer concerns, and any concerns that the contractor may have.

2.9 Safety. The contractor is responsible for the safety of his personnel and the safety of NUWC personnel during the course of this project. The contractor shall comply with the most recent Army Corps of Engineers COE-EM-385- 1-1 Safety and Health Requirements Manual for all aspects of this project. The contractor will be responsible for any exterior work or for any work which involves the closing of a building’s entrance. The contractor shall be responsible for the provision of temporary chain link construction fencing set into moveable concrete blocks, meeting the requirements of COE-EM-385-1-1, around the complete work area to prevent NUWC personnel from entering the work zone and/or any unsafe areas. The fence shall be equipped with signage as required by COE-EM-385-1-1. The contractor shall provide gates where necessary for access by emergency personnel or to allow personnel to escape during an emergency. Sawhorses and/or construction tape is not sufficient for exterior closings or barriers.

2.10. Weather Protection. The contractor shall take necessary precautions to ensure any critical openings are carefully monitored. The contractor shall take immediate actions required to seal off such openings when rain or other detrimental weather is imminent, and at the end of each workday. Ensure that the openings are completely sealed off to protect materials and equipment in the building from damage. When a warning of gale force winds is issued, the contractor shall take precautions to minimize danger to persons, and protect the work and nearby Government property. Precautions shall include, but are not limited to, closing openings; removing loose materials, tools and equipment from exposed locations; and removing or securing scaffolding and other temporary work. The contractor shall also close openings in the work when storms of lesser intensity pose a threat to the work or any nearby “Government property.

2.11. Closeout Procedures. Prior to receiving final payment, the contractor shall be responsible for the following at the completion of the project:

The provision of one full size set of marked up drawings to be used as “As Built” construction conditions.

The provision of an “As Built” Record of Materials, which will include a list of items, along with the Manufacturer’s name, Manufacturer’s model numbers, etc.

The provision of Warranty Information including the warranty duration, the actual date of warranty expiration, warranty contact information, and any items that have an extended warranty beyond the standard one year.

The provision of a Warranty Letter guaranteeing the contractor’s responsibility to remedy, at the contractor’s expense, any damage to Government-owned or controlled property when the damage is the result of the contractor’s failure to conform to contract requirements or defective equipment, material, or workmanship. The construction warranty period will begin on the date of project acceptance and continue for one full year. The contractor shall respond to warranty items within 48 hours of being notified.

2.12. Existing Work. During construction, the Contractor shall be responsible for the protection of all existing structures, equipment, finishes, etc. that are not being removed as part of this project Any items not included in the Scope of Work that are damaged or altered during construction shall be restored to their pre-construction condition at the contractor’s expense and verified as such by the Government.

2.13. Contractor Access and Use of Premises. The Contractor shall ensure that Contractor personnel working on site at NUWCDIVNPT are familiar with and adhere to NUWCDIVNPT regulations including safety, fire, traffic and security regulations. Contractor personnel shall keep within the limits of the work and avenues of ingress and egress.

Contractor personnel shall wear hard hats in designated areas and shall not enter any restricted areas unless required to do so and until cleared for such entry. The contractor shall mark Contractor equipment for identification.

2.14. Subcontractors and Personnel Contacts. The contractor shall provide a list of contact personnel of the Contractor and subcontractors including e-mail addresses and telephone numbers for use in the event of an emergency.

This list shall be provided to the NUWCDIVNPT TPOC and, if changes occur, an updated list shall be provided.

2.15. BaseAccess.

Refer to the following site for information concerning access to NUWCDIVNPT:

http://www.navsea.navy.mil/Home/Warfare-Centers/NUWC-Newport/Contact-Us/Mandatory-Visit-Request/

For access questions:

NUWCDIVNOT Visitor Control: (401)832-2152 or Nuwc_npt_access_control@navy.mil

2.16. No Smoking Policy. Smoking is prohibited within and immediately outside of all buildings on installations under the cognizance of NAVFAC, except in designated exterior smoking areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines.

2.17. Working Hours. Regular working hours must consist of an 8 1/2-hour period between 7:00 a.m. and 4:30 p.m., Monday through Friday, excluding Government holidays.

2.18. Work Outside Regular Hours. If required, work outside regular working hours requires government approval.

The contractor shall notify the TPOC 15 calendar days prior to such work, giving the specific dates, hours, location, type of work to be performed, contract number and project title, to allow arrangements to be made by the Government.

Based on the justification provided, the Government may approve work outside regular hours. During periods of darkness, the work must be lighted in a manner approved by the Government.

2.19. Occupied Existing Building. The Contractor will be working at an existing building. Inside the building the Contractor shall remain with the assigned escort at all times. The contractor shall make accommodations to limit the disturbance to the building occupants. The schedule of the work will have to be carefully coordinated to coincide with the building occupants and the scheduling of the work being performed by the building occupants.

3. PRODUCT AND MATERIAL SPECIFICATIONS FOR PIPING AND SPECIALTIES

3.1 Standard Products

Provide materials and equipment which are the standard products of a manufacturer regularly engaged in the manufacture of such products and that essentially duplicate items that have been in satisfactory use for at least 2 years prior to quote due date. If required, equipment shall be supported by a service organization that is convenient to the site (able to respond within 48 hours).

3.2 Nameplates

Place a plate on each major item of equipment having the manufacturer's name, address, type or style, model or serial number, and catalog number secured to the item of equipment.

3.3 General

Piping, tubing, and fittings shall be as follows:

3.4 Polyvinyl Chloride (PVC) Pipe

PVC, ASTM D1784, minimum cell classification 12545-C, pipe shall be Schedule 80 conforming to ASTM D1785 manufactured to an SDR rating in accordance with ASTM D2241, so that the pressure rating of the pipe is consistent for all pipe sizes.

3.5 PVC Joints

The piping system shall be joined by flange connections except where connecting to unions, valves, and equipment with threaded connections that may require future disassembly. Connections at those points shall be threaded and back-welded.

3.6 PVC Fittings

The schedule rating for the fittings shall not be less than that for the associated pipe. Fittings shall be ASTM D1784, PVC conforming to the requirements of ASTM D2464, threaded in accordance with ASME B1.20.2M ASME B1.20.1 ASTM D2467, socket type

3.7 Flanged Fittings

Flanges and flanged fittings shall be Class 150, one piece; molded hub type, flat faced, and shall conform to ASME B16.1 ASTM A240/A240M, TP304 stainless steel backing flanges with ASME B16.1 ASME B16.5 drilling.

Flanges shall be complete with one-piece, molded PVC stub ends. Flanged connections shall have the same pressure rating as the pipe or greater. Bolting shall be stainless steel, ASTM A193/A193M, Grade 8 hex head bolts and ASTM A194/A194M, Grade 8 hex head nuts. Bolts shall be provided with washers of the same material as the bolts. Gaskets shall be full-faced, maximum 1/8 inch thick, fabricated from ethylene propylene rubber (EPR) (in accordance with ASME B16.21. When the mating flange has a raised face, a flat ring gasket shall be used and a filler gasket shall be provided between outer diameter of the raised face and the flange outer diameter to protect the PVC flange from bolting moment.

3.8 PVC Solvent Cement

Socket connections shall be joined with PVC solvent cement conforming to ASTM D2564. Manufacture and viscosity shall be as recommended by the pipe and fitting manufacturer to assure compatibility. Joints shall be prepared with primers conforming to ASTM F656 prior to cementing and assembly.

3.9 Polypropylene Support Material

ASTM C1147.

3.10 Joint Compound

Joint compound for threaded joints shall be a stiff mixture of graphite and oil, inert filler and oil, or a graphite compound.

3.11 Joint Tape

Joint tape for threaded joints shall comply with ASTM D3308.

3.12 Bolts, Nuts, Anchors, and Washers

Bolts, nuts, anchors, and washers shall be 316 stainless steel.

3.13 Pipe Hangers and Supports

MSS SP-58.

3.14 Valves PVC Valves

ASTM D1784, Class 12454-B (formerly designated Type I, Grade 1).

3.14.1 Ball Valves

Swing check valves shall conform to the following:

Swing check valves, 2.5 inches through 12 inch, shall have a TP316 stainless steel body, in accordance with ASME B16.5 flanged ends. Valves shall have a bronze-mounted swing type, disc, hinges, and stainless steel hinge shaft.

Valves shall be rated for 200 psig service.

3.14.2 Thermoplastic Butterfly Valves

Thermoplastic butterfly valves, 1.5 inch and larger, shall have wafer style bodies constructed of polyvinyl chloride (PVC) Valves shall have [polyvinyl chloride (PVC) discs, ethylene propylene diene monomer (EPDM) seats, ethylene propylene diene monomer (EPDM) seals, and lever operators. Valves shall be rated for 150 psig service at 140 degrees F.

3.14.3 Foot Valve

The foot valve shall have a polyacetal body, polymid poppet, EPDM seal, stainless steel spring, and polyethylene strainer. The maximum working temperature shall be 140 degrees Fahrenheit at a maximum pressure of 150 psi.

3.15 Multi Stage Pump

Each pump shall include the following design features:

Casing The pump casing shall be of deep drawn, laser welded AISI 304L or 316L stainless steel (optional cast iron) and shall be capable of withstanding maximum working pressures of 360 psi or 580 psi. Number based on pump staging and flange selection. Piping connections shall be in-line (optional top/bottom) and shall be compatible with ANSI raised face flanges (optional NPT or Victaulic).

Wear Ring Wear rings composed of PPS shall be provided within each stage. Wear rings must be self centering and easily replaceable.

Impeller Impellers shall be of enclosed design and constructed of AISI 316L or AISI 304L stainless steel. Impellers shall provide internal thrust balance in each stage.

Diffuser Bowl Each stage shall have a bowl with attached diffuser and be constructed of AISI 304L or 316L stainless steel.

Seal Housing The seal housing shall be of concave design and shall hold the seal faces below the topmost part of the pump casing.

Mechanical Seal The pump shaft seal shall be one of the following configurations as indicated:

Rotary Face Stationary Face Elastomer High Temperature Carbon Silicon Carbide Graphite filled Viton or EPR Silicon Carbide Graphite Filled Silicon Carbide graphite Filled EPR Carbon Silicon Carbide Aflas

Shaft Sleeve and Bearing The pump shall have shaft sleeves made of Tungsten Carbide and ceramic bearings.

Shaft height shall be set with a standard spacer.

3.16 Pipe hangers

Pipe hangers, inserts, and supports shall conform to MSS SP-58.

3.17 Piping

Unless otherwise specified, pipe and fittings installation shall conform to the requirements of ASME B31.1. Pipe shall be cut accurately to measurements established at the job site and worked into place without springing or forcing, completely clearing all existing equipment. Cuttings or other weakening of the building structure to facilitate piping installation will not be permitted without written approval. Pipe or tubing shall be cut square, shall have burrs removed by reaming, and shall be so installed as to permit free expansion and contraction without causing damage to building structure, pipe, joints, or hangers. Changes in direction shall be made with welding fittings. The bends shall be all long radius elbows.

3.18 Supports

Hangers used to support piping 2 inches and larger shall be fabricated to permit adequate adjustment after erection while supporting the load. Pipe guides and anchors shall be installed to keep pipes in accurate alignment, to direct the expansion movement, and to prevent buckling, swaying, and undue strain. All piping subjected to vertical movement when operating temperatures exceed ambient temperatures, shall be supported by variable spring hangers and supports or by constant support hangers. Where threaded rods are used for support, they shall not be formed or bent. Pipe hangers, inserts and supports shall conform to MSS SP-58.

Pipe hangers on horizontal insulated pipe shall be the size of the outside diameter of the insulation.

3.19 Cleaning

After the pressure tests have been conducted and prior to the operating tests, the piping shall be thoroughly cleaned and the system thoroughly flushed out with fresh water. Equipment shall be wiped clean, with all traces of oil, dust, dirt, or paint spots removed. The Contractor shall be responsible for maintaining the system in a clean condition until final acceptance.

4. INTERIOR ELECTRICAL DISTRIBUTION SYSTEM

4.1 Conduit and Fittings

Conform to the following: Rigid Metallic Conduit Rigid, Threaded Zinc-Coated Steel Conduit ANSI C80.1, UL 6.

Electrical, Zinc-Coated Steel Metallic Tubing (EMT) UL 797, ANSI C80.3.

Flexible Metal Conduit UL 1.

Liquid-Tight Flexible Metal Conduit, Steel UL 360. Fittings for Metal Conduit, EMT, and Flexible Metal Conduit UL 514B. Ferrous fittings: cadmium- or zinc-coated in accordance with UL 514B.

Fittings for Rigid Metal Conduit and IMC Threaded- type. Split couplings unacceptable.

Fittings for EMT Steel compression type.

4.2 Cabinets, Junction Boxes, and Pull Boxes

Volume greater than 1640 mL 100 cubic inches, UL 50, hot-dip, zinc-coated, if sheet steel.

4.3 Wires and Cables

Provide wires and cables in accordance applicable requirements of NFPA 70 and UL for type of insulation, jacket, and conductor specified or indicated. Do not use wires and cables manufactured more than 12 months prior to date of delivery to site.

4.4 Conductors

Provide the following:

Conductor sizes and capacities shown are based on copper, unless indicated otherwise.

Conductors No. 8 AWG and larger diameter: stranded.

Conductors No. 10 AWG and smaller diameter: solid.

Conductors for remote control, alarm, and signal circuits, classes 1, 2, and 3: stranded unless specifically indicated otherwise.

All conductors: copper.

Minimum Conductor Sizes

Provide minimum conductor size in accordance with the following: Branch circuits: No. 12 AWG.

Class 1 remote-control and signal circuits: No. 14 AWG.

Class 2 low-energy, remote-control and signal circuits: No. 16 AWG.

Class 3 low-energy, remote-control, alarm and signal circuits: No. 22 AWG.

4.5 Color Coding

Provide color coding for service, feeder, branch, control, and signaling circuit conductors.

4.6 Ground and Neutral Conductors

Provide color coding of ground and neutral conductors as follows:

Grounding conductors: Green.

Neutral conductors: White.

Exception, where neutrals of more than one system are installed in same raceway or box, other neutrals color coding: white with a different colored (not green) stripe for each.

4.7 Disconnect Switches

NEMA KS 1. Provide heavy duty-type switches where indicated, and where switches are rated higher than 240 volts. Utilize Class R fuseholders and fuses for fused switches, unless indicated otherwise. Provide horsepower rated for switches serving as the motor-disconnect means. Provide switches in NEMA 1 for interior switches and NEMA 4X (stainless steel) for exterior locations per NEMA ICS 6.

4.8 Fuses

NEMA FU 1. Provide complete set of fuses for each fusible switch. Coordinate time-current characteristics curves of fuses serving motors or connected in series with circuit breakers for proper operation. Submit coordination data for approval. Provide fuses with a voltage rating not less than circuit voltage.

4.9 Fuseholders

Provide in accordance with UL 4248-1.

Cartridge Fuses, Current Limiting Type (Class R) UL 198M, Class RK-5 time-delay type. Provide only Class R associated fuseholders in accordance with

UL 4248-12.

4.10 Motors

Provide motors in accordance with the following: NEMA MG 1.

Hermetic-type sealed motor compressors: Also comply with UL 984.

Provide the size in terms of kW HP, or kVA, or full-load current, or a combination of these characteristics, and other characteristics, of each motor as indicated or specified.

The contractor shall determine specific motor characteristics to ensure provision of correctly sized starters and overload heaters.

Rate motors for operation on 208-volt, 3-phase circuits with a terminal voltage rating of 200 volts, and those for operation on 480-volt, 3-phase circuits with a terminal voltage rating of 460 volts.

Use motors designed to operate at full capacity with voltage variation of plus or minus 10 percent of motor voltage rating.

Unless otherwise indicated, use continuous duty type motors if rated 745 Watts 1 HP and above.

Where fuse protection is specifically recommended by the equipment manufacturer, provide fused switches in lieu of non-fused switches indicated.

4.11 Premium Efficiency Polyphase Motors

Select polyphase motors based on high efficiency characteristics relative to typical characteristics and applications as listed in NEMA MG 10. In addition, continuous rated, polyphase squirrel-cage medium induction motors must meet the requirements for premium efficiency electric motors in accordance with NEMA MG 1, including the NEMA full load efficiency ratings. In exception, for motor-driven equipment with a minimum seasonal or overall efficiency rating, such as a SEER rating, provide equipment with motor to meet the overall system rating indicated.

4.12 Motor Sizes

Provide size for duty to be performed, not exceeding the full-load nameplate current rating when driven equipment is operated at specified capacity under most severe conditions likely to be encountered. When motor size provided differs from size indicated or specified, make adjustments to wiring, disconnect devices, and branch circuit protection to accommodate equipment actually provided. Provide controllers for motors rated 1-hp and above with electronic phase-voltage monitors designed to protect motors from phase-loss, under voltage, and overvoltage. Provide protection for motors from immediate restart by a time adjustable restart relay.

4.13 Wiring and Conduit

Provide internal wiring for components of packaged equipment as an integral part of the equipment. Provide power wiring and conduit for field-installed equipment as specified herein. Power wiring and conduit: conform to the requirements specified herein. Control wiring: provided under, and conform to, the requirements of the section specifying the associated equipment.

4.14 Wiring Methods

Provide insulated conductors installed in rigid steel conduit, or EMT, except where specifically indicated or specified otherwise or required by NFPA 70 to be installed otherwise.

Grounding conductor: separate from electrical system neutral conductor. Provide insulated green equipment grounding conductor for circuit(s) installed in conduit and raceways. Shared neutral, or multi-wire branch circuits, are not permitted. Minimum conduit size is 3/4 inch in diameter Firestop conduit which penetrates fire-rated walls, fire-rated partitions, or fire-rated floors with 2 hour rated components.

4.15 Pull Wire

Install pull wires in empty conduits. Pull wire: plastic having minimum 200- pound force tensile strength. Leave minimum 36 inches of slack at each end of pull wire.

4.16 Conduit Installation

Unless indicated otherwise, conceal conduit within finished walls, ceilings, and floors. Keep conduit minimum 6 inches away from parallel runs of steam or hot water pipes. Install conduit parallel with or at right angles to ceilings, walls, and structural members where located above accessible ceilings and where conduit will be visible after completion of project.

Restrictions Applicable to EMT:

Do not install underground.

Do not encase in concrete, mortar, grout, or other cementitious materials.

Do not use in areas subject to severe physical damage including but not limited to equipment rooms where moving or replacing equipment could physically damage the EMT.

Do not use in hazardous areas.

Do not use outdoors.

Restrictions Applicable to Flexible Conduit:

Use only as specified in paragraph FLEXIBLE CONNECTIONS.

4.17 Conduit Support

Support conduit by pipe straps, wall brackets, threaded rod conduit hangers, or ceiling trapeze. Fasten by wood screws to wood; by toggle bolts on hollow masonry units; by concrete inserts or expansion bolts on concrete or brick; and by machine screws, welded threaded studs, or spring-tension clamps on steel work. Threaded C-clamps may be used on rigid steel conduit only. Do not weld conduits or pipe straps to steel structures. Do not exceed one-fourth proof test load for load applied to fasteners. Provide vibration resistant and shock-resistant fasteners attached to concrete ceiling. Conduit and box systems: supported independently of both (a) tie wires supporting ceiling grid system, and (b) ceiling grid system into which ceiling panels are placed. Do not share supporting means between electrical raceways and mechanical piping or ducts. Coordinate installation with above- ceiling mechanical systems to assure maximum accessibility to all systems.

4.18 Directional Changes in Conduit Runs

Make changes in direction of runs with symmetrical bends or cast-metal fittings. Make field-made bends and offsets with hickey or conduit-bending machine. Do not install crushed or deformed conduits. Avoid trapped conduits.

Prevent plaster, dirt, or trash from lodging in conduits, boxes, fittings, and equipment during construction. Free clogged conduits of obstructions.

4.19 Flexible Connections

Provide flexible steel conduit between 3 and 6 feet in length for equipment subject to vibration, noise transmission, or movement; and for motors.

Install flexible conduit to allow 20 percent slack. Minimum flexible steel conduit size: 1/2 inch diameter. Provide liquidtight flexible metal conduit in wet and damp locations for equipment subject to vibration, noise transmission, movement or motors. Provide separate ground conductor across flexible connections.

4.20 Grounding and Bonding

Provide in accordance with NFPA 70. Ground exposed, non-current-carrying metallic parts of electrical equipment, metallic raceway systems, grounding conductor in metallic and nonmetallic raceways, and neutral conductor of wiring systems. Make ground connection at main service equipment. Where ground fault protection is employed, ensure that connection of ground and neutral does not interfere with correct operation of fault protection.

4.21 Equipment Connections

Provide power wiring for the connection of motors and control equipment under this section of the specification.

Except as otherwise specifically noted or specified, automatic control wiring, control devices, and protective devices within the control circuitry are not included in this section of the specifications and are provided under the section specifying the associated equipment.

4.22 Continuation of Service

Maintain continuity of existing circuits of equipment to remain. Maintain existing circuits of equipment energized.

Restore circuits wiring and power which are to remain but were disturbed during demolition back to original condition.

5. ADMINISTRATIVE AND SAFETY REQUIREMENTS

5.1. Directives. The Contractor and his employees shall comply with all referenced regulations, directives, and Instructions. Applicable Department of Defense (DOD), Secretary of the Navy (SECNAV), Chief of Naval Operations (OPNAV), and other directives, instructions, and regulations are available from the Contracting Officer.

5.2. Station Regulations

5.2.1. The Contractor and his employees shall become acquainted with and obey all Government regulations as posted or as requested by the Contracting Officer.

5.2.2. The Contractor shall participate actively in the activity energy conservation program. The Contractor shall comply with the base energy conservation program and shall become familiar with its requirements. Use of high-energy consuming tools or equipment must be approved by the Contracting Officer prior to use.

5.3. Fire Protection. The Contractor and his employees shall know where fire alarms are located and how to activate . The Contractor shall handle and store all combustible supplies, materials, waste and trash in a manner that prevents fire or hazards to persons, facilities, and materials. Contractor employees operating critical equipment shall be trained to properly respond during a fire alarm or fire in accordance with activity instructions.

5.4. Environmental Protection. The Contractor shall comply with all federal, state and local environmental Protection laws and the regulations and standards. The Contractor shall coordinate all environmental protection matters with the Contracting Officer. If a regulatory agency assesses a monetary fine against the Government for violations resulting from Contractor actions, the Contractor shall reimburse the Government for the amount of the fine and related costs. The Contractor shall clean up any oil or chemical spills resulting from his operations at his own expense. The Contractor shall not create a nuisance or hazard to the health of military or civilian personnel.

5.5. Disposal. Unless otherwise specified, debris, rubbish, non-hazardous waste and non-usable material resulting from the work under this contract shall be removed from NUWCDIVNPT and disposed of by the Contractor at his expense.. The Contractor must dispose of all hazardous waste in accordance with all applicable environmental law, including but not limited to, the Resource Conservation and Recovery Act and its associated state and local regulations.

Prior to disposal of any hazardous waste, the Contractor shall obtain approval from the Contracting Officer.

5.5.1. The contractor shall segregate and recycle all debris generated by the work and remove off of the Government facility to a licensed facility. The contractor shall remove and transport debris in such a manner that prevents spillage on streets or adjacent areas. Local regulations regarding hauling and disposal shall apply.

5.5.2. The contractor shall submit a report with invoice that includes the following:

(1) Amount (by weight) and type of waste material s disposed of in a landfill or incinerator. Provide destination and the tip fee per ton.

(2) Amount (by weight) and type of materials salvaged for sale, salvaged for reuse, and recycled. Provide destination and revenue generated for each material.

5.6. Safety Requirements and Reports

5.6.1. All work shall be conducted in a safe manner and shall comply with all requirements of the latest version of the U. S. Army Corps of Engineers Safety and Health Requirements Manual, EM-385-1-1. The Contractor shall be responsible for instructing his employees in appropriate safety measures and shall not permit them to place machines and other equipment in traffic lanes or other locations in such a manner as to create safety hazards. The Contractor shall employ a competent person as defined in EM-385-1-1 to function as the Site Safety and Health Officer (SSHO).

5.6.3. Emergency Medical Treatment. Contractor shall arrange for their own emergency medical treatment. The Government has no responsibility to provide emergency medical treatment.

5.6.4. Activity Hazard Analysis. The principle purpose of an Activity Hazard Analysis (AHA) is to reduce the overall risk of the hazards associated with construct ion work. An AHA will be developed by the Contractor for every operation involving a type of work presenting hazards not experienced in previous project operations or where a new work crew or subcontractor is to perform work.

The analysis must identify and evaluate hazards and outline the proposed methods and techniques for the safe completion of each phase of work. At a minimum, define activity being performed (can u se the Definable Features of Work). A Definable Feature of Work (DFOW) is a task, which is separate and distinct from other tasks, has the same control requirements and work crews, sequence of work , specific safety and health hazards anticipated (slip or trips, cuts, dust or chips in eyes), control measures (to include personal protective equipment) to eliminate or reduce each hazard to acceptable levels, equipment to be used (hand tools, backhoe), inspection requirements (list the inspect ion requirements for the activity to ensure the controls are working, an d equipment is inspected to ensure proper operation), training requirements for all involved (any unique training required to make the established controls work) and the competent person in charge of that phase of work.

The AHA shall be continuously reviewed and, when appropriate, modified to address changing site conditions or operations. The analysis should be used during daily inspections to ensure the implementation and effectiveness of the activity's safety and health controls. Activity Hazard Analysis shall be updated as necessary to provide an effective response to changing work conditions and activities.

5.7. Accident Reports and Notifications

5.7.1. Accident Reports. For recordable injuries and illnesses, and property dam age accidents resulting in a least $2,000 in damages, the prime Contractor shall conduct an accident investigation to establish the root cause of the accident, complete the Navy Contractor Significant Incident Report (CSIR) and provide the report to the Contracting Officer within five calendar days of the accident.

5.7.2. Accident Notification. Notify the Contracting Officer as soon as practical, but not later than four hours after any accident meeting the definition of recordable injuries or illnesses or high visibility accidents, property damage equal to or greater than $2,000. Information shall include Contractor name, contract title, type of contract, name of activity, installation or location where accident occurred, date and time of accident, names of personnel injured, extent of property damage (if any), extent of injury (if known) and brief description of accident (to include Type of construction equipment used, PPE used, etc.). Preserve the conditions and evidence on the accident site until the Government investigation team arrives on site and Government investigation is conducted.

5.7.3. Definition of a Recordable Injury or Illness. Any work related injury or ill ness that results in:

(1) Death, regardless of the time between the injury and death, or the length of the illness;

(2) Days away from work;

(3) Restricted work;

(4) Transfer to another job;

(5) Medical treatment beyond first aid;

(6) Loss of consciousness;

(7) A significant injury or illness diagnosed by a physician or other licensed health care professional, even if it did not result in a. through f. listed above.

5.7.4. Monthly Exposure Report. The contractor shall provide a monthly exposure report. This report is a compilation of employee-hours worked each month for all site workers, both prime and subcontractors, and shall be recorded daily on the Contractor Production Report.

5.7.5. The Contractor's workspace may be inspected periodically for OSHA and Navy violations. Abatement of violations will be the responsibility of the Contractor and/or the Government as determined by the Contracting Officer.

The Contractor shall provide assistance to the Safety Office escort and the federal or state OSHA inspector if a complaint is filed. Any fines levied on the Contractor by federal or state OSHA offices due to safety/health violations shall be paid promptly.

5.7.6. If the Contractor fails or refuses to promptly comply with safety requirements, the Contracting Office may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to any such stop order shall be made the subject of claim for extension of time or for excess costs or damages to the Contractor.

5.7.7. The Safety Office will investigate all complaints of unsafe or unhealthful working conditions received from Contractor’s employees, federal civilian employees, or military personnel. The Safety Office will notify the Contracting Officer of the results of such investigations.

5.8. Identification of Contractor Employees:

5.8.1. The Contractor shall provide to the Contracting Officer the name or names of the responsible supervisory person or persons authorized to act for the Contractor.

5.8.2. The Contractor shall furnish sufficient personnel to perform all work specified within the contract.

5.8.3. Contractor employees shall conduct themselves in a proper, efficient, courteous in a businesslike manner.

5.8.4. The Contractor shall remove from the site any individual whose continued employment is deemed by the Contracting Officer to be contrary to the public interest or inconsistent with the best interests of National Security.

5.9. Identification of Contractor Vehicles. The company name shall be displayed on each of the Contractor's vehicles in a manner and size that is clearly visible. All vehicles shall display a valid state license plate and safety inspection sticker, if applicable, and shall be maintained in good repair.

CLAUSES INCORPORATED BY FULL TEXT

C-228-H002 MINIMUM INSURANCE REQUIREMENTS (NAVSEA) (JAN 2019)

(a) In accordance with the clause(s) of this contract entitled "Insurance--Work On a Government Installation" (FAR 52.228-5) and “Liability and Insurance” (DFARS 252.217-7012), as applicable, the Contractor shall procure and maintain insurance, of at least the kinds and minimum amounts set forth below:

(i) Workers' compensation and employer’s liability coverage shall be at least $100,000, except as provided in FAR 28.307-2(a), if applicable

(ii) Bodily injury liability insurance coverage shall be written on the comprehensive form of policy of at least $500,000 per occurrence.

(iii) Automobile liability policies covering automobiles operated in the United States shall provide coverage of at least $200,000 per person and $500,000 per occurrence for bodily injury and $20,000 per occurrence for property damage. The amount of liability coverage on other policies shall be commensurate with any legal requirements of the locality and sufficient to meet normal and customary claims.

(b) To be approved by the Contracting Officer, insurance certificates must include the following cancellation policy statement: Prior to cancellation or material change in coverage, the contractor shall give 30 days written notice to the Contracting Officer.

(c) Physical work cannot begin until the insurance certificate has been approved by the Contracting Officer. Failure to provide an acceptable insurance certificate will not remove the contractor’s responsibility to meet the delivery requirements outlined in Section F and FAR 52.211-11, Liquidated Damages – Supplies, Services, or Research and Development, if applicable.

(End of text)

Section E - Inspection and Acceptance

INSPECTION AND ACCEPTANCE TERMS

Supplies/services will be inspected/accepted at:

CLIN INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

0001 Destination Government Destination Government

Section F - Deliveries or Performance

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 60 dys. ADC 1 NAVAL STATION NWPT, RECEIVING

OFFICER

RECEIVING OFFICER

47 CHANDLER STREET

NEWPORT RI 02841

401-841-3827 FOB: Destination

N66604

CLAUSES INCORPORATED BY REFERENCE

52.211-10 Commencement, Prosecution, and Completion of Work APR 1984

Section G - Contract Administration Data

CLAUSES INCORPORATED BY REFERENCE

252.204-7006 Billing Instructions OCT 2005

CLAUSES INCORPORATED BY FULL TEXT

252.232-7006 WIDE AREA WORKFLOW PAYMENT INSTRUCTIONS (DEC 2018)

(a) Definitions. As used in this clause—

“Department of Defense Activity Address Code (DoDAAC)” is a six position code that uniquely identifies a unit, activity, or organization.

“Document type” means the type of payment request or receiving report available for creation in Wide Area WorkFlow (WAWF).

“Local processing office (LPO)” is the office responsible for payment certification when payment certification is done external to the entitlement system.

“Payment request” and “receiving report” are defined in the clause at 252.232-7003, Electronic Submission of Payment Requests and Receiving Reports.

(b) Electronic invoicing. The WAWF system provides the method to electronically process vendor payment requests and receiving reports, as authorized by Defense Federal Acquisition Regulation Supplement (DFARS) 252.232- 7003, Electronic Submission of Payment Requests and Receiving Reports.

(c) WAWF access. To access WAWF, the Contractor shall—

(1) Have a designated electronic business point of contact in the System for Award Management at https://www.sam.gov; and

(2) Be registered to use WAWF at https://wawf.eb.mil/ following the step-by-step procedures for self-registration available at this web site.

(d) WAWF training. The Contractor should follow the training instructions of the WAWF Web-Based Training Course and use the Practice Training Site before submitting payment requests through WAWF. Both can be accessed by selecting the “Web Based Training” link on the WAWF home page at https://wawf.eb.mil/.

(e) WAWF methods of document submission. Document submissions may be via web entry, Electronic Data Interchange, or File Transfer Protocol.

(f) WAWF payment instructions. The Contractor shall use the following information when submitting payment requests and receiving reports in WAWF for this contract or task or delivery order:

(1) Document type. The Contractor shall submit payment requests using the following document type(s):

(i) For cost-type line items, including labor-hour or time-and-materials, submit a cost voucher.

(ii) For fixed price line items—

(A) That require shipment of a deliverable, submit the invoice and receiving report specified by the Contracting Officer.

N/A

(B) For services that do not require shipment of a deliverable, submit either the Invoice 2in1, which meets the requirements for the invoice and receiving report, or the applicable invoice and receiving report, as specified by the Contracting Officer.

Invoice & Receiving Report (Combo)

(iii) For customary progress payments based on costs incurred, submit a progress payment request.

(iv) For performance based payments, submit a performance based payment request.

(v) For commercial item financing, submit a commercial item financing request.

(2) Fast Pay…