SOW 70Z03025QCLEV0088.docx

PR 70Z03021PCV215A00

STATEMENT OF WORK

PR 70Z03021PCV215A00

STATEMENT OF WORK

PR

STATEMENT OF WORK

STATEMENT OF WORK (SOW)

FOR

Concrete slab replacement at USCG ANT Sault Sainte Marie MI

1.0 GENERAL

United States Coast Guard (USCG) Aids to Navigation Sault Sainte Marie is planning to enter negotiations with a contractor. The USCG is seeking a contractor to fabricate a 40’ x 20’ concrete pad to replace the existing failed 40’ x 5’ pad. There is an option to replace a 10’ x 3’ section under a roll up door threshold that has failed as well. Prior to submitting a quote, it is mandatory to examine the SOW and it is highly recommended to visit the facility to take field evaluations and become familiar with existing conditions under which the work will be performed. After the award of contract, a pre-conference will be held prior to starting the work at Coast Guard Aids to Navigation Sault Sainte Marie.

1.1 BACKGROUND

The existing cement extending from garage doors about 5 feet had worn down and chipped. Previous attempts to patch where made and failed allowing water to enter shop. The unit desires to expand the area so that it may be used for parking a trailered boat for the completion of maintenance and repairs. The unit also desires to restore the weather resistance of the rolling door thresholds as they leak water along the floor.

1.2 SCOPE

Base Bid:

· Contractor is responsible for locating and marking any utilities in the area.

· Remove and dispose of failing existing 40’x5’ concrete pad on north side of maintenance building.

· Perform all fill work to prepare surface for pouring concrete slab, gravel thickness to local codes. Gravel to be thick enough and compacted to create stable base for load listed below.

· Pour concrete slab 20’ wide and 40’ long across the front of the building

· Slab to be designed to withstand load of 9,000 lb truck and 10,600 lb trailer. (4’-6” as needed)

· Concrete shall be minimum strength of 4,000 psi.

· Concrete shall be reinforced with fiber mesh, or #3 rebar on 24” centers.

· Slab shall be cut for expansion within appropriate time, or have troweled -in expansion joints

· Concrete slab to be finished smooth.

· Concrete slab to be sloped for proper drainage away from building

· Concrete slab edge against building to be low enough to prevent water intrusion through doors.

· Concrete slab will have a control joint installed between the building and the new slab.

· Grade approaches using previously removed gravel from excavation.

Option Bid:

· Saw cut approximately 10’x3’ section of failed concrete under smaller vehicle roll up door (see enclosed picture).

· Remove and dispose of concrete.

· Replace removed material with concrete to match existing.

· Replace rebar/mesh if needed.

· Match existing concrete surface finish

1.3 OBJECTIVE

The goal is to restore the shop’s cement integrity and extend pad area so unit personnel have area to perform maintenance on trailered boats.

1.4 APPLICABLE DOCUMENTS

None available, pictures will be attached for reference

2.0 SPECIFIC REQUIREMENTS/TASKS

Please see the Scope of the SOW

3.0 CONTRACTOR PERSONNEL

Contractor personnel will have the appropriate certifications for working with all equipment needed to remove and install cement and any other items need to complete SOW.

3.1 QUALIFIED PERSONNEL

The Contractor shall provide qualified personnel to perform all requirements specified in this SOW.

3.2 CONTINUITY OF SUPPORT

The Contractor shall ensure that the contractually required level of support for this requirement is always maintained. The Contractor shall ensure that all contract support personnel are present for all hours of the workday. If for any reason the Contractor staffing levels are not maintained due to vacation, leave, appointments, etc., and replacement personnel will not be provided, the Contractor shall provide e-mail notification to the Contracting Officer’s Representative (COR) prior to employee absence. Otherwise, the Contractor shall provide a fully qualified replacement.

3.43 EMPLOYEE CONDUCT

Contractor’s employees shall comply with all applicable Government regulations, policies, and procedures (e.g., fire, safety, sanitation, environmental protection, security, “off limits” areas, wearing of parts of DHS uniforms, and possession of weapons) when visiting or working at Government facilities. The Contractor shall ensure Contractor employees always present a professional appearance and that their conduct shall not reflect discredit on the United States or the Department of Homeland Security. The Project Manager shall ensure Contractor employees understand and abide by Department of Homeland Security established rules, regulations and policies concerning safety and security.

3.4 REMOVING EMPLOYEES FOR MISCONDUCT OR SECURITY REASONS

The Government may, at its sole discretion (via the Contracting Officer*), direct the Contractor to remove any Contractor employee from DHS facilities for misconduct or security reasons. Removal does not relieve the Contractor of the responsibility to continue providing the services required under the contract. The Contracting Officer will provide the Contractor with a written explanation to support any request to remove an employee.

4.1 PERIOD OF PERFORMANCE

The period of performance for this contract shall not exceed 60 calendar days from the date of award.

4.2 PLACE OF PERFORMANCE

The primary place of performance will be the Contractor’s facilities with frequent visits to the United States Coast Guard at 1732 West 22nd Street, Sault Sainte Marie, MI 49783.

4.3 HOURS OF OPERATION

Contractor employees shall generally perform all work between the hours of 0800 and 1600 EST, Monday through Friday (except Federal holidays). However, there may be occasions when Contractor employees shall be required to work other than normal business hours, including weekends and holidays, to fulfill requirements under this SOW.

4.4 TRAVEL

Contractor travel shall not be required for this requirement.

5.0 GOVERNMENT FURNISHED RESOURCES

The Government will make available water via a typical garden hose spigot, and 120 vac receptacles as needed.

6.0 CONTRACTOR FURNISHED PROPERTY

The Contractor shall furnish all facilities, materials, equipment, and services necessary to fulfill the requirements of this contract, except for the Government Furnished Resources specified in SOW 2.0 and SOW 5.0.

7.0 GOVERNMENT ACCEPTANCE PERIOD

The COR will review deliverables prior to acceptance and provide the contractor with an e-mail that provides documented reasons for non-acceptance. If the deliverable is acceptable, the COR will send an e-mail to the Contractor notifying it that the deliverable has been accepted.

7.1 The COR will have the right to reject or require correction of any deficiencies found in the deliverables that are contrary to the information contained in the Contractor’s accepted proposal. In the event of a rejected deliverable, the Contractor will be notified in writing by the COR of the specific reasons for rejection. The Contractor may have an opportunity to correct the rejected deliverable and return it per delivery instructions.

7.3 The Contractor shall have 30 business days to make corrections and redeliver.

7.4 Enclosures

LAST UPDATED: XX/XX/XXXX PAGE 1/3

LAST UPDATED: XX/XX/XXXX PAGE 1/3

LAST UPDATED: 05/07/2025 PAGE 1/3

image1.jpg image2.jpg image3.jpg image4.jpg image5.jpg