Attachment 01-SOW 17 Jun 25.pdf

Mini-MuTE Sites

VLSB 25-1001

STATEMENT OF WORK (SOW)

FOR

Georgetown Airport Threat Emitter Operating Sites and Maintenance Location

PROJECT: VLSB 25-1001 24 Feb 2025

Revised 28 April 2025 Revised 17 June 2025

This is a construction contract to establish (2) remote radar threat emitter site and (1) personnel trailer at Georgetown airport on the leased locations.

DESCRIPTION OF WORK: CLIN 1

The scope of CLIN 1 is to construct (2) sites for the placement and operation of range radar threat emitters. The contractor shall construct a gravel area, provide lightning protection, provide power, construct a security fence and other various task as described in the SOW

• Construct (2) 150’ x 150’ x 6” compacted gravel pad as identified on the attached drawings as areas “MiniMuTe Site”. (See layout schematic on page 2.)

Pads will consist of gravel, crushed stone or similar all-weather material. The setup pad shall be graded to no more than a 4-percent slope in any direction. The soil shall have a minimum bearing pressure of 2500 psf. A gravel drive shall connect the asphalt road to the pad area.

• Install (2) metered exterior 200-amp electrical panels and receptacles capable of supporting two separate loads of 208 Vac ± 10% 3-Phase, 4 wire, 60 Hz, 20 KVA (preferred) or 480 Vac ± 10% single-phase, 60 Hz, 20 KVA (alternate). One wood light pole and light with switch and an exterior grade 120V receptacle. Contractor shall provide transformer and all electrical components to meet this requirement.

Connect power services with Santee Electric Cooperative Inc, 92 County Rd S-22- 452, Georgetown, SC 29440, (843) 546-4521

• Install (2) 6’ high150’ x 150’ of industrial chain link fence with 3 strand barbed wire atop and a securable 18 ft double swing gate at drive. Fence shall be tied to grounding loop.

• Provide (2) lightning protection: (2) towers and a grounding loop. Place per drawing.

Height to be in accordance with FAA guidelines.

• Provide Air Force security signage. (2) per side and (1) on gate. Each pad.

• Provide and install a driveway access across the ditch on the West side MiniMute site.

36’’ covert Total length 24’ wide. Dirt or clay fill with crush and run layer 6’’ below the layer of top soil. Contractor to hydro seed.

VLSB 25-1001

DESCRIPTION OF WORK: CLIN 2

The scope of CLIN 2 is to construct a gravel pad, add water, sewer, fence, gate, power for a modular office and other various task as described in the SOW.

• Construct a 75’ x 50’ x 6” compacted gravel pad.

Pads will consist of gravel, crushed stone or similar all-weather material. The setup pad shall be graded to no more than a 4-percent slope in any direction. The soil bearing pressure shall be equal to or greater than 2500 psf. A gravel drive shall connect the asphalt road to the pad area.

• Provide an electrical drop for a 200-amp service. Contractor shall provide transformer and all electrical components to meet this requirement.

• Provide a sewer stub-out to the site and tie into the on-site sewer.

• Provide pole mounted site lighting with exterior switch.

• Install 6’ high 75’ x 50’ of industrial chain link fence with 3 strand barbed wire atop and a securable 16 ft double swing gate at drive. Fence shall be tied to grounding loop.

• Provide water meter for water stub-out.

• Provide Air Force security signage. (2) per side and (1) on gate.

DESCRIPTION OF WORK: CLIN 3

The scope of CLIN 3 is to purchase a modular office structure, place the structure on a foundation and hook up utilities.

• Modular structure shall have 2 offices and a bathroom.

• All set-up and connections shall be included. This shall include all electrical, plumbing and HVAC systems. Set-up shall follow manufacture recommended instructions.

• The size of the structure shall be between 375 - 350 SF.

• Modular structure shall have heating and cooling. Unit to be sized for the structure per applicable codes. A Bard unit is acceptable.

• Provide a foundation. The foundation shall be constructed of above grade single dry stack CMU piers. Blocks shall be leveled and tiedowns shall be provided to meet or exceed lateral wind loads and up lift per ASCE 7-10.

• Steel skirting to match siding shall be included. Skirting shall include frame, vents and access panel.

• Hitch shall be removed.

• General code metal steps with a 5’x5’ platform shall be provided at the entrance. ADA ramp is not required.

• Flooring material shall be Vinyl-covered tile (VCT).

• Interior wall shall be Vinyl-covered gypsum (VGC).

• Shall include a fire extinguisher.

• A preliminary floor plan shall be submitted prior to ordering the modular structure for approval from CE.

VLSB 25-1001

Contract Duration:

CLIN 1:

• Permitting / Ordering modular unit: 85 calendar days

• Construction time: 50 calendar days

• Close out documents: 30 calendar days

• Total time: 165 calendar days

CLIN 2 & 3:

• Construction time: 45 calendar days

Total contract time: 210 Calendar Days

Submittal Requirements:

The Contractor shall have a submittal for the following with government approval prior to the end of construction:

• Light pole cut sheets.

• Grounding tower and loop shop drawings.

• Modular unit floor plan.

GENERAL PROJECT NOTES

Contractor is responsible for verifying all dimensions, quantities and square footages. All dimensions, quantities and square footages included are approximations. Construction and demolition shall be in strict accordance UFCs and IBC.

During construction, the Contractor shall take care not to damage existing structures, etc.

that will not be replaced as part of this contract. Contractor shall be responsible for the temporary support of all devices as required to perform work. Any demolition work that needs to be accomplished to complete the contract is the responsibility of the contractor.

All material shall be installed per manufacturers’ recommendations. All items listed in the SOW are to be supplied and installed by the contractor unless otherwise noted.

The contractor shall provide all management, tools, supplies, equipment, labor, and applicable licenses and permits necessary to complete the requirements within. All work shall be done in strict accordance with this Statement of Work and subject to the terms and conditions of the contract and in accordance with (UFC) Unified Facilities Criteria, Unified Facilities Guide Specifications (UFGS), the International Building Code (IBC), International plumbing code (IPC), South Carolina Department of Health and Environmental Control (SCDHEC), National Electrical Code (NEC), National Electrical Safety Code (NESC), National Fire Protection Association (NFPA), EPA 402-K-01-001 (2008), South Carolina Department of Transportation (SCDOT), South Carolina Department of Health and Environmental Control (SCDHEC) and local codes.

PERMITS

The Contractor shall pay for and obtain any required permits. The contractor shall act in accordance with this Statement of Work, county, SCDHEC, and Federal guidelines.

WORKING CONDITIONS

The Contractor shall take all precautions to ensure that his operations are conducted in a manner as to minimally interfere with the normal operations of the airport and the safety and convenience of the airport personnel.

GENERAL DESIGN AND CONSTRUCTION NOTES

1. Any references to State Government, Federal Government, or Industry standards or specifications made herein shall form a part of this specification to the extent referenced thereto and all materials and workmanship under this contract shall comply with or exceed these standards and references. All referenced standards shall be the latest edition.

2. All manufactured equipment and products shall be new materials in good condition and installed as per manufacturer's latest printed instructions, unless specified otherwise herein.

3. The Contractor is responsible for protection of existing facilities equipment from damage during installation and testing operations.

4. The facility/area shall be cleaned in its entirety, including exterior areas, before being returned the government.

5. Contractor is responsible to verify all quantities.

6. All Contractors shall be responsible for submitting a completed DD1354 (2022 edition, PDF file) with each progress payment request (beginning at 50% construction completion). This form shall be marked "Draft" until the Contractor has reached approximately 90% completion, or when it has been determined that funding will not be adjusted due to modifications. The Contractor shall have a reviewed and accepted DD1354 submitted to the Government Inspector two (2) weeks prior to the scheduled final inspection date (i.e. Placed In Service Date). This reviewed and accepted DD1354 shall be marked "Interim" until the final inspection occurs.

WARRANTY

Contractor shall furnish a minimum one-year warranty against defects in material and workmanship.

DAILY REPORTS

The contractor shall provide the government with an electronic copy of each dump receipt along with the daily report by 0800 the following workday. All daily reports shall include pictures of work performed for each day; all work performed, material delivered, and trades personnel on site each day.

PROJECT: VLSB 25-1001 24 Feb 2025