PWS Arkabutla Storage Shed.pdf

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Open Air Shed Supply with Install for Arkabutla Lake
Solicitation number
W912EE20Q0057
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This document includes a performance work statement and related federal contract opportunity solicitation. The performance work statement outlines requirements to purchase and erect a pre-engineered 60' x 200' open storage building with 26 gauge galvalume roof and walls at Arkabutla Lake Project in Coldwater, Mississippi. One bay will be enclosed with concrete floor, insulation and two rolling steel doors. The contractor must provide all labor, materials, equipment and engineering to complete the project within 180 days.

The federal contract opportunity solicitation is a request for quote to fulfill the requirements in the performance work statement. The solicitation is a 100% small business set-aside with a NAICS code of 332311 and size standard of 750 employees. Quotes are due by the date specified. The award will be a firm fixed-price contract issued by the U.S. Army Corps of Engineers Vicksburg District to provide the storage building as outlined in the attached performance work statement.

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Performance Work Statement

For Arkabutla Lake Open Storage Building

Arkabutla Lake Field Office

Scope of Work. The contractor shall provide all labor, tools, equipment, transportation, parts, materials, and other incidentals necessary to purchase and erect a pre engineered storage building structure on an exisiting area at Arkabutla Lake Project area 3905 Arkabutla Dam Road, Coldwater, MS 38618. The contractor shall be responsible for insuring all products and installation provided under this contract are in accordance with the terms and conditions outlined herein and conform to the manufacturer’s specifications industry standard practices and this Performance Work Statement (PWS).

The contractor shall purchase, deliver and erect one 60’x 200’ building with a 16’ eave height. The building will be a pre engineered building having 26 gauge galvalume roof and walls. The walls, gutter, downspouts and trim will all be colored. All columns will be supported by concrete piers. The concrete will be a 3500 psi mix and all rebar reinforcement will be by engineers design. Footings, slabs and steel structure will be designed and stamped by a registered professional engineer. One bay of the building will be enclosed on one end with: a 6” concrete welded wire re-enforced floor, 3” WMPVR insulation and two 12’x14’ rolling steel doors. These doors will be a Raynor slat type door constructed with 20 gauge steel. The doors will have chain hoist for operation. Also, the enclosed end will have a 6/0 7/0 set of double steel walk doors with all required hardware.

Arkabutla Lake maintenance crew will prep site that includes providing fill dirt for the contractor’s use as needed to ensure area is level and meets the height requirements. Contractor shall use extreme caution around the building and work area to ensure utility lines or structures aren’t damaged. Contractor shall install all equipment in a professional manner based on product specifications to ensure structure is safe for employee utilization.

Defective Items: The contractor shall provide a standard commercial warranty and perform the rework at no additional cost to the government.

Hours of Operation: The contractor shall be available between the hours of 0700 and 1630 Monday through Friday (except federally observed holidays), to receive verbal notification of any order. Contractor shall provide the owner with one complete copy of the manufacturer’s installation instructions and maintenance kit at the end of the installation. During the installation the site will be kept clean of debris and trash. Tools and materials will be removed on a daily basis. Materials may be stored on site with appropriate protective measures and approval by the owner’s representative.

Government Furnished Property (GFP): Government Furnished Property (GFP) is not applicable to the performance of this contract.

Refuse Removal: Contractor shall be responsible for the disposal of material collected from site. Debris is to be hauled from each location once job has been completed.

Product Description: Furnish, deliver and erect one 60’x 200’ building with a 16’ eave height. The building will be a pre engineered building having 26 gauge galvalume roof and walls. The walls, gutters, downspouts and trim will all be colored. All columns will be supported by concrete piers. The concrete will be a 3500 psi mix and all rebar reinforcement will be by engineers design. Footings, slabs and steel structure will be designed and stamped by a registered professional engineer. One end bay of the building will be enclosed with: a 6” concrete welded wire re-enforced floor, 3” WMPVR insulation and two 12’x14’ rolling steel doors. These doors will be a Raynor slat type door constructed with 20 gauge steel. The doors will have chain hoist for operation.

Also, the enclosed end will have a 6/0 7/0 set of double steel walk doors with all required hardware.

SECURITY REQUIREMENTS FOR UNCLASSIFIED CONTRACTS

All contractor and all associated sub-contractors employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The contractor shall also provide all information required for background checks to meet installation/facility access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any installation or facility change, the Government may require changes in contractor security matters or processes.

For contractors who do not require CAC, but require access to a DoD facility or installation. Proposed language: Contractor and all associated sub-contractors employees shall comply with adjudication standards and procedures using the National Crime

Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (Army Directive 2014- 05 / AR 190-13), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative, as NCIC and TSDB are available), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

I-Watch: The contractor and all associated sub-contractors shall receive a brief/training (provided by the RA) on the local suspicious activity reporting program. This locally developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the project manager, security representative or law enforcement entity. This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the COR NLT 5 calendar days after the completion of the training.

All contract employees, including subcontractor employees who are not in possession of the appropriate security clearance or access privileges, will be escorted in areas where they may be exposed to classified and/or sensitive materials and/or sensitive or restricted areas.

The Contractor must pre-screen Candidates using the E-verify Program (http://www.uscis.gov/e-verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E-verify system. An initial list of verified/eligible Candidates must be provided to the COR no later than 3 business days after the initial contract award."

NOTE: When contracts are with individuals, the individuals will be required to complete a Form I-9, Employment Eligibility Verification, with the designated Government representative. This Form will be provided to the Contracting Officer and shall become part of the official contract file.

Inspection and Acceptance: Price shall include delivery and set up at the location of Arkabutla Lake Project 3905 Arkabutla Dam Rd., Coldwater, MS 38618.

DELIVERY INFORMATION:

DELIVERY SHALL BE MADE WITHIN (180) DAYS OF RECEIPT OF PURCHASE ORDER.

U.S. ARMY CORPS OF ENGINEERS

ARKABUTAL LAKE FIELD OFFICE

3905 ARKABUTLA DAM RD.

COLDWATER, MS 38618

Veterans Employment Emphasis for U.S. Army Corps of Engineers Contracts

In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS 222.13 and Department of Labor regulations, U.S. Army Corps of Engineers

(USACE) contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant contract, USACE contractors are encouraged to seek out highly qualified veterans to perform services under this contract. The following resources are available to assist USACE contractors in their outreach efforts:

- U.S. Department of Labor Veterans’ Employment and Training Service (VETS): https://www.dol.gov/vets/

- Federal Veteran Employment Information: https://www.fedshirevets.gov/

- Veterans Opportunity to Work (VOW) Program: https://www.benefits.va.gov/vow/

- U.S. Army Warrior Transition Command Employment Index: https://wct.army.mil/modules/employers/index.html

- Hiring Our Heroes: https://www.uschamberfoundation.org/hiring-our-heroes

(End of special contract requirement) http://www.uscis.gov/e-verify https://www.dol.gov/vets/ https://www.uschamberfoundation.org/hiring-our-heroes

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