DraftSOWGravel.pdf

Marine Corps Forces, South (MFS)

SPMAGTF-SC 19.1, Soto Cano Air Base, Honduras (SCAB)

Statement of Work (SOW)

Aggregate & Engineered Fill Materials

1.0 GENERAL: This is a contract to provide and deliver aggregate and engineered fill materials for the Marine Forces South, SPMAGTF-SC 19.1, also referred to herein as “the Government”).

The Government shall not exercise any supervision or control over the contract delivery providers performing herein. Such contract providers shall be accountable solely to the

Contractor who, in turn is responsible to the Government.

1.1 Objective: The Contractor shall provide clean aggregate and engineered fill material to the

Government per Technical Exhibit 1-1: Delivery Schedule, in coordination with the Contracting

Officer (KO) and the Government Representative.

1.2 Required Period: The contractor shall deliver the aggregate and fill material to Soto Cano, Air Base, Joint Logistic Support Area on 15 May 19.

1.3 Hours of Operation: The contractor is responsible for conducting deliveries between the hours of 8:00 AM to 5:00 PM.

1.4 Place of Performance: The Deliveries shall be made to the locations specified in Technical

Exhibit 1-1: Delivery Schedule, in coordination with the Government Representative.

Location: Soto Cano Air Base, Honduras - JLSA (VIC 16PDA3400689699) 14.378727, -

87.612113

1.5 Key Personnel: The Contracting Officer (KO) and the Government Representative are considered key personnel by the government. The contractor shall provide a contract manager who shall be responsible for the scheduling of the deliveries and support of material issues. The name of this person and an alternate who shall act for the contractor when the manager is absent shall be designated in writing to the contracting officer. The contract manager or alternate shall have full authority to act for the contractor on all contract matters relating to daily operation of this contract. The contract manager or alternate shall be available between 8:00 AM to 5:00 PM

Monday thru Sunday, except during national holidays or when the government facility is closed for administrative reasons.

2.0 SPECIFICATIONS:

2.1 Aggregate material: This material will be used for parking lots, equipment staging, vehicular traffic, and landscaping. Aggregate material shall be clean and free of deleterious material including organics. Material shall be crushed “Crusher Run” Aggregate no less than 4 inches deep with no more than 30% gravel dust fines. “Balastre” may be used if it meets these specifications, or unless specified as Grave1, which shall be gradated 1” crushed aggregate.

Large size aggregate will be 15cm-30cm (6-12inch). Delivered in accordance with Technical

Exhibit 1-1.

2.2. Engineered fill material: These materials are required to form the base for the geotextile fabric and layered gravel. Cohesive materials free of any hazardous debris that shall meet

ASTM D 2487 Soil Classification Groups GW, GP, GM, SW, and SP. [AASHTO M 145 Soil

Classification Groups A-1, A-2-4, and A-2-5], or a combination of these groups, which are able to be compacted to higher than 90% modified proctor test. “Tierra Blanca” may be used if it meets these specifications. The optimal moisture content for the particular engineered fill soil type based on a recent Proctor test shall be given to Government Representative 1 day after contract award. Delivered in accordance with Technical Exhibit 1-1.

2.3. OPTION 1: Additional Aggregate: In the event that more aggregate material is required, the Contractor shall deliver up to an additional 100 cubic yards within a 48 hour notification by the KO. A contract modification will be issued to include this additional material.

2.4. OPTION 2: Additional Fill: In the event that more fill material is required, the Contractor shall deliver up to an additional 100 cubic yards within a 48 hour notification by the KO. A contract modification will be issued to include this additional material.

2.5. OPTION 3: Additional geotextile fabric: In the event that more geotextile fabric is required, the Contractor shall deliver up to an additional 930 square yards within a 48 hour notification by the KO. A contract modification will be issued to include this additional material.

2.6. Excess Material: Any excess aggregate and/or engineered fill material after the project completion will be assessed whether to retain near the project site in case needed for future repair needs. Specific area for excess materials storage will be determined by the on-site KO.

2.7. Refuse removal: The Contractor is responsible for removal of project refuse.

3.0 DELIVERY: The aggregate and fill material shall be delivered to the sites listed in

Technical Exhibit 1-1: Delivery Schedule on the dates specified. The delivery of materials shall be coordinated with the Government Representative not later than 48 hours prior to the required delivery date.

http://en.wikipedia.org/wiki/Moisture_content http://en.wikipedia.org/wiki/Soil

3.1 Damages: The Contractor shall repair any damage to the existing grounds, facilities, or property incurred during the course of delivering the aggregate and fill materials to “like new” condition.

3.2 Late Delivery: A late delivery fee can result in the Contractor being liable for any costs hereby considered damages incurred to the US Government as results of the late delivery. If the

Contractor fails to deliver within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of 1% of the total value of the contract for each calendar day of delay until the delivery is completed or accepted.

4.0 SECURITY REQUIREMENTS:

4.1 Soto Cano Air Base Security. The contractor and or associated subcontractor employees shall comply with applicable installation access and local security policies and procedures.

4.2 OPSEC Awareness: If the Contractor, or a subcontractor, or employees of either disclose any information that disrupts or harms the Government's operations or activities, then the

Government retains the right to exclude any employee from performance of duties under this contract. The exclusion of an employee for security reasons will not relieve the Contractor from performance of services required under this contract. By way of example, personnel shall not sketch or take photos of government facilities or activities, unless related to service to be provided. All government paper products and removable digital storage material that is received, generated, or stored during the contract will be destroyed completely when no longer needed to preclude recognition of information.

5.0 CHANGES TO THE CONTRACT: THE ONLY PERSON AUTHORIZED TO

MAKE CHANGES TO THE CONTRACT IS THE KO. Failure to clear any changes to the contract with the Contracting Officer IN ADVANCE of the requested change will result in the

Government not being responsible for the charges, and non-payment to the Contractor.

Accordingly, the Contracting Officer SHALL be notified prior to any additional services/performances necessitating contract modification (that is, those resulting in changes to the terms of the contract). Purchases or changes by unauthorized persons will result in the contractor not receiving payment for costs incurred

Technical Exhibit 1-1 Aggregate and fill

Technical Exhibit 1-1: Tentative Delivery Schedule

Delivery Date Amount

Square

Yard (SY) of vegetation/ topsoil removal and level area

Compact subgrade and add engineered fill material

(SY)

Stabilize subgrade/

Place

Geotextile fabric on dirt subgrade

(SY)

Amount of

4-in deep aggregate

(SY)

Delivery Location

15May19 9248 9248 9248 9248 Soto Cano Air Base, JLSA

(VIC 16PDA3400689699 )

14.378727, -87.612113

TOTAL 9248 SY 9248 SY 9248 SY 9248 SY

Technical Exhibit 1-2 Aggregate and fill