Amendment 002 - PWS revision.pdf

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Attached to
Portable Container Office Enclosure Federal contract opportunity
Solicitation number
N3904020Q0138
Issued by
Department of the Navy Naval Sea Systems Command

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Attachment 2-Visio-Connex Box Design.pdf PDF
Attachment 1_Request for Quote Sheet.pdf PDF
Attachment 3 - Lifting and Handling - Appendix 5.pdf PDF
N3904020Q0138_Combined Synopsis_Solicitation_010520.pdf PDF

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**********Amendment 002**********

The purpose of this amendment is to replace the Performance Work Statement requested in the Combined Synopsis/Solicitation, N3904020Q0138.

Responses are due on 07/17/20 at 10:00am EST to danelle.quinn@navy.mil.

All other terms and conditions in the Combined Synopsis/Solicitation, N3904020Q0138, remain the same.

Performance Work Statement

1. SCOPE

1.1. Minimum 12'-0"W X 40'-0"L X 8'-6"H Portable Container Office Enclosure to be used as a portable building for specific projects.

2. APLLICABLE DOCUMENTS

2.1. Issues of Publications - The following documents of the issue date in effect on the date of request for proposal form a part of this specification to the extent applicable, or as specified herein. Within the specification, they shall be referred to by their basic designation only.

2.1.1. Government

2.1.1.1. N/A

2.1.2. Nongovernment

2.1.2.1. N/A

2.2. Order of precedence - In the event of conflict between the text of this specification and that of the references cited above, the text of this specification shall take precedence.

Nothing in this specification, however, shall supersede applicable laws or regulations unless a specific exemption has been obtained.

3. REQUIREMENTS

3.1. 40 Foot Portable Shipping Container Office Enclosure,

3.1.1.1 Min dimensions: 12'-0"W X 40'-0"L X 8'-6"H

3.1.1.2 All exterior walls, roof, floor and frame to meet ISO shipping container standards for the dimensions specified in 3.1.1.1

3.1.1.3 Roof panel is constructed with a minimum 2mm (14-gauge) thick die-stamped steel sheets having a upward smooth camber, which are welded together to form one panel and continuously welded to the top side rails and top end rails.

3.1.1.4 Side wall sections is constructed with a minimum 1.6mm (16-gauge) thick fully vertically continuous corrugated steel panels at the intermediate area and minimum 2.0mm thick fully vertically continuous corrugated steel panels at both ends which are butt welded together to form one panel and continuously welded to the side rails and corner posts.

3.1.1.5 Both Front and Back walls sections is constructed with 2.0mm thick vertically corrugated steel panels, butt welded together to form one panel, and continuously welded to front end rails and corner posts.

3.1.1.6 Top and Bottom side rails and end frames made of steel

3.1.1.7 Floor thickness minimum 28mm (9/8”) marine grade plywood

3.1.1.8 Waterproof undercoating

3.1.2. Environmental Criteria

3.1.2.1 Minimum 40 PSF Roof Live Load

3.1.2.2 Minimum 250 PSF Floor Live Load

3.1.2.3 Wind rating minimum of 150 MPH

3.1.2.4 Minimum Working Load Limit (WLL): 10,000 lbs. while rigging. Greater while stationary.

3.1.3. Framing

3.1.3.1 All interior studs or framing shall be metal. No interior wood framing.

3.1.4. Door

3.1.4.1 Qty 1, Exterior Door size (36”W by 80”H)

3.1.4.2 Hydraulic door closure

3.1.4.3 Door hardware with lock and key.

3.1.5. Windows*

3.1.5.1 Qty 2, 3’-0” X 2’-6” sliding glass windows* (Minimum Spec, 42” High off Floor)

3.1.6. HVAC:

3.1.6.1 4-ton wall-mounted HVAC with dehumidification (Equivalent to BARD W48HCD)

3.1.6.2 A primary breaker located in interior Load Center. HVAC will have its own Breaker on the unit.

3.1.6.3 Programmable daily Thermostat located inside and compatible with HVAC unit’s functions

3.1.7. EXTERIOR

3.1.7.1 Paint, Commercial Grade Steel epoxy paint (Equivalent to Carbozinc 11 FC, Carboguard 8922, Carbothane 8815).

3.1.7.1.1 Color: Blue

3.1.7.2 Electrical

3.1.7.2.1 Qty (2), LED exterior wall pack, WET Location rated sealed to keep out dust and bugs, minimum Lumen of 3000 and a color temp of 5K to 6.5K

3.1.7.2.2 Qty (1), WRTR GFCI 20A duplex receptacle (HVAC maintenance)

3.1.7.2.3 Raceway: Type RGS, Minimum ¾”

3.1.7.2.4 Exterior 200 Amp 240VAC Safety Switch Non-Fuse (Service Disconnect)

3.1.8. INTERIOR:

3.1.8.1 Minimum of 3” 2LB closed Spray Foam insulation (R-19), no fiberglass insulation.

3.1.8.2 Walls and Ceiling Covered with Min. ½” plywood with FRP (Color: White)

3.1.8.3 Continuous Seamless rolled flooring wall to wall

3.1.8.3.1 Commercial Grade Vinyl surface

3.1.8.3.2 Color: Gray

3.1.8.4 Continuous 4” vinyl cove base per wall throughout, Color: Gray

3.1.8.5 Electrical:

3.1.8.5.1 Wire Type: Minimum #12 AWG, 600V, THHN, unless otherwise noted.

3.1.8.5.2 Raceway: Type MC to flush mounted equipment. Type EMT (Max 1”) to surface mounted equipment.

3.1.8.5.3 Qty (8), 4 ft.; 2-LED, Vapor Proof Light, with color temp of 5K to 6.5K

3.1.8.5.4 Single pole light switch

3.1.8.5.5 Combined exit/emergency light

3.1.8.5.6 Smoke and Carbon Monoxide Detector 120v w/ Battery Backup

3.1.8.5.7 Qty (16), Quad receptacle (Qty 4 - 20A circuits per location shared along walls per drawing)

3.1.8.5.8 200A, 120/240V, 1-phase, 3-wire load center, 200A MCB, NEMA 1

3.1.8.5.9 lot AFCI/GFCI circuit breakers for 20A, 1-Pole circuits (quad and duplex receptacles)

3.1.9. Portable Container Office Enclosure Drawing Specifications

3.1.10. Portable Container Office Enclosure constructed using ISO shipping container lifting requirements

3.1.11. Lifting & Handling

Source Documents within 3.1.11:

Attachment 3: LIFTING AND HANDLING MANUAL, VIII-CH 4 DATE 08JUN2017 Section 3.1 (Of Document above) NAVSEA T9074-AS-GIB-010/271, NAVSEA Requirements for Nondestructive Testing Methods MIL-STD-2035A, Class 3, MIL-STD-2035, Nondestructive Testing Acceptance Criteria

3.1.11.1 All Padeye(s) are certified to meet the Federal and State requirements

3.1.11.2 All Lifting & Handling Comply with Federal and State requirements/codes

3.1.11.3 Weight of enclosure and maximum interior loads specified on exterior of enclosure

3.1.11.4 The Portable Container Office Enclosure shall be provided with lifting pads that will be located as needed to lift the entire building. Provide engineering and calculations for the lifting lugs and submit to the PNSY lifting and handling department C713 for review prior to construction. Provide a rough lifting sketch on a placard attached to the unit. See Attachment 3 for complete lifting specification.

3.1.11.5 The lifting pads capable of lifting the Portable Container Office Enclosure as described in section 3.1. The lifting pads shall be designed such that any two will carry the entire weight of the building plus 15% for unexpected growth in the weight of the building and WLL specified in section

3.1.2.4. The resulting value shall be further increased to reflect the loads induced by the angle the slings make to the plane on which the lifting pads are installed. Attachment 3 shall be used to design, build, and test the listing pads for this enclosure in addition to the requirements listed below.

3.1.11.6 The contractor will be required to provide calculations stamped by a professional engineer to verify the lifting pads will meet or exceed the load test conditions and design criteria specified above.

The certified calculations will be provided at the time of delivery.

3.1.11.7 The contractor will perform a magnetic particle test (MT) on all accessible surfaces of the lifting pad material and accessible associated welds per NAVSEA T9074-AS-GIB-010/271 using the acceptance criteria of MIL-STD-2035A, Class 3 for welds and wrought material for base metal. This magnetic particle inspection is the “Weld and Base Metal Post-Load Test MT.”

3.1.11.8 The contractor shall provide written documentation to Portsmouth Naval Shipyard POC that the magnetic particle test (MT) inspections and load test(s) have been satisfactorily performed. Ensure documentation clearly specifies performance of “PRE” and “POST” load MTs, method used (NAVSEA T9074-AS-GIB-010/271 required), acceptance criteria used (MIL-STD-2035 required), and items (lifting pad material and welds) that were inspected.

3.1.12. Comply with Federal and State requirements/codes (posted on unit if required)

4. RESPONSIBILITITES

4.1. Government

4.1.1. N/A

4.2. Contractor

4.2.1. All repairs greater than $500 after delivery and for a period of (1) one year after delivery, will be the responsibility of the contractor to fix unless otherwise specified by warranty. Within seventy-two

(72) hours (three days) of initial notification of the need for repair, the Contractor shall have a knowledgeable and equipped technician on the job-site fully prepared to repair.

4.3. Maintenance

4.3.1. N/A

4.4. Training

4.4.1. N/A

4.5. Operator / Maintenance Manuals - Documentation will be provided and located inside Enclosure.

Minimally, the documentation shall consist of all operating equipment and fixtures.

4.5.1.1 At minimum, the documentation shall consist of all operating equipment and fixtures.

4.5.1.2 Lifting and Handling the equipment with padeye(s) certification

4.5.1.3. Points of contact with telephone numbers for requesting warranty repairs.

5. DELIVERY / RETURN

5.1. Delivery –

5.1.1. Freight charge to Portsmouth Naval Shipyard will be included in bid anything additional is at the cost of the Manufacture and can be amended based on fluctuation of fuel costs at time of award not based on size restriction for road travel.

5.1.2 The Portable Container Office Enclosure shall be in a fully assembled, ready-to use, and in an operating condition. Functionally and electrically tested prior to its delivery. The Portable Container Office Enclosure with its support equipment shall be delivered to the site on or prior to the request date.

It is incumbent and the responsibility of the Contractor to either confirm or coordinate the date and time of delivery prior to each shipment via the Point-of-Contact (POC) as designated on the Contract and/or the Contracting Officer's Representative (COR). The Government can provide lifting services for removal from Vendor’s transport during work hours. Documentation with Shipyard copies shall accompany each delivery.

5.2. Security - To be allowed onto a government Shipyard, personnel must be US citizens and in possession of appropriate personal identification. Proof of US citizenship may be necessary. Acceptable documentation of US citizenship will be provided upon award. Vehicular access requires a non-expired personal Driver’s License and appropriate vehicle identification or registration. The transport vehicle must have the company’s name / logo prominently displayed.

5.3. Inspection Criteria

5.3.1. N/A

5.4. Packaging and Marking

5.4.1. N/A

5.5. Final Acceptance - Upon satisfactory testing of the equipment and completion of inspection, the authorized Government Representative (Portsmouth Naval Shipyard), will sign and forward the acceptance document(s) to Code 2300 for completion. Unloading of equipment from Vendor’s transport does not signify acceptance.

5.6. Return –

5.6.1 Shall be at the Contractor’s expense. The Government can provide lifting services during work hours for placing the equipment onto the vendor’s transport.

6.1. Additional Instructions to the Offeror - As part of the response to this request, descriptive literature shall be furnished in sufficient detail to show that the proposed design will meet these specifications.

Vendor submittals shall include brochures of the model being submitted, assembly sketches with critical dimensions, sketches (with dimensions) of all tooling being provided, statements of compliance with specification, and performance statements with special instructions. Supporting information shall be organized and packaged by unit. If supporting information includes multiple models the vendor shall clearly state model number of proposed unit and redact all information not applicable to proposed unit.

File details come from the government source that posted it. Updated .