Attachment 01 - Statement of Work.pdf

Repair Fire Hydrants Attachment 1, Statement of Work

VLSB 24-0104

STATEMENT OF WORK

FOR

REPAIR FIRE HYDRANT

05/28/2025

PROJECT: VSLB 24-0104

SCOPE OF WORK:

The Contractor shall obtain South Carolina Department of Health and Environmental Control permits for constructing and operating the water line.

Contractor shall follow the provided broken fire hydrants map attached with the package and shall not cut any existing roads.

General Requirements for all CLINS:

The project work shall include but not be limited to:

1. Contractor shall remove the fire hydrants listed in the CLINs below following the attached map for their location.

2. Contractor shall install new left-turn open style fire hydrant and three-way style fire hydrants in lieu of the removed ones. For each hydrant, an isolation/gate valve shall be installed in line with the hydrant itself on the waterline main. American darling hydrant is preferred.

3. Contractor shall install thrust block for each new hydrant.

4. The gate valves shall be installed in metal water bridge loaded valve box with cover. Install a concrete collar around each valve box.

5. Contractor shall brush paint the installed fire hydrants’ bonnet with color red, orange, blue and green depending on the location of the hydrant (coordinate with plumbing shop), and the fire hydrants caps shall be in accordance with NFPA requirements.

6. Upon completion, contractor shall perform flow test on all new hydrants and submit results.

7. For bid purpose, contractor shall estimate a new waterline installation of 300-LF of ductile iron pipe (D.I.P.) 6-inch line.

Contractor shall allow at minimum three (3) weeks to the government to mark the area to obtain the digging permit AF103, also contractor shall maintain and preserve the marked area against any disturbance (rain, wind, fire, etc.).

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CLIN 01: With Isolation Valve/No Asbestos Present

1. The contractor shall demolish the existing isolation valve.

2. Continue with general requirements.

CLIN 01 Fire Hydrant I.D. number List of hydrants to be replaced (2)

5-3, 5-32, CLIN 02: With Isolation Valve/Asbestos Present

1. The contractor shall abate the cement asbestos to the point that the fire hydrant and isolation valve can be demolished.

2. The contractor shall demolish the existing isolation valve.

3. Continue with general requirements.

CLIN 02 Fire Hydrant I.D. number List of hydrants to be replaced (4)

3-17, 3-33, 5-9, 6-30, CLIN 03: No Valve/No Asbestos Present

1. The contractor shall demolish existing water line so an isolation valve can be installed.

2. Continue with general requirements.

Fire Hydrant I.D. number List of hydrants to be replaced (11)

1-10, 1-49, 2-10, 3-8, 4-29, 7-11, 7-13, 7-17, 9-11, 10-38, 10-63

CLIN 04: No Valve/Asbestos Present

1. The contractor shall abate the cement asbestos to the point that the fire hydrant and isolation valve can be demolished.

2. The contractor shall demolish existing water line so an isolation valve can be installed.

3. Continue with general requirements.

Fire Hydrant I.D. number List of hydrants to be replaced (12)

2-25, 3-1, 3-6, 4-17, 4-26, 5-35, 6-24, 7-1, 7-2, 7-5, 8-13, 10-51

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Total Project Estimated Time:

Project prep time is to be 30 calendar days.

Construction time is to be 90 calendar days.

Project closeout is to be 21 calendar days.

Total project time is to be 111 calendar days.

DESIGN:

Contractor shall provide detailed as-builts showing all new fire hydrants, new gate valves, and new waterline pipe installed.

Contractor shall provide material submittals for all new materials used in the construction project.

GENERAL DESIGN AND CONSTRUCTION NOTES:

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.

The contractor shall include make, model number and inherent operational characteristics on the drawings for all equipment/ material supplied. The Contractor shall supply manufacture’s cut sheets with the submittal for any additional equipment purchased. Where specific part numbers or manufactures are referenced, it shall be understood that the contractor may use an approved equal.

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.

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

Contractor shall consider the special treatment of hazardous waste, as well as the environmental implications related to building demolition management (i.e., fluorescent lighting tubes, t-stats, etc.). Every effort shall be made to recycle eligible materials, and those not suitable, shall be disposed of off base in accordance with all (SCDHEC) South Carolina Department of Health and Environmental Control regulations.

If any submittal doesn’t, in the opinion of the Contracting Officer, meet or exceed the requirements contained within this SOW, in the Shaw AFB Design Standards or in any referenced design guidance or nationally recognized code then it shall

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be unacceptable and returned to the Contract for correction and resubmission.

The Contracting Officer has the option, in lieu of disapproval, to provide acceptance of a submittal with required corrections identified if it is determined the submittal is substantially complete and correct.

Ensure that any demolition, utility cut and capping, and debris removal service performed at Shaw AFB, South Carolina in completed in such a manner that will restore a neat and professional appearance of base areas.

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

WARRANTY:

Contractor shall furnish a minimum one-year warranty against defects in material and workmanship starting on the beneficial occupancy date.

GENERAL INFORMATION:

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) Shaw Air Force Base Design and Construction Standards, Change 2, 21 Aug 2018 and all other applicable codes.

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 with the Shaw Air Force Base Design and Construction Standards. The information provided in this Statement of Work (SOW), the provided drawings, and the requirements of the Shaw Air Force Base Design and Construction Standards shall be determined to be the minimum standards required in this project.

The contractor shall video all areas in which work shall occur prior to starting work. UFC’s take precedence over all standards, codes and Shaw AFB Design Standards and requirements that pertain to the work within this SOW.

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

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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 be responsible for removing and reinstalling or relocating any obstructions, utilities, or components that will impede the work to be accomplished in this SOW.

A pre-construction meeting will be held at Shaw AFB to include the Contractor and Government representatives. The Government shall set up this meeting, to be held on Shaw AFB, with the Contractor and Government representatives, to discuss all remodel requirements, as well as any other construction issues the Contractor may have. All finishes shall be presented to the project inspector as one submittal for selection and approval prior to installation. All material that could be discontinued shall be on-site, i.e. carpet and tile prior to starting project so there will be no difference in color.

All Contractors shall be responsible for submitting a completed DD1354 (AUG 2013 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.

PERMITS:

The contractor shall pay for and obtain any required permits. The contractor shall act in accordance with this Statement of Work, SCDHEC, Federal, and Shaw AFB 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 base and the safety and convenience of the base personnel. The contractor shall coordinate utility outages with the Civil Engineering Squadron (CE) service call and the user.

ASBESTOS/LEAD BASED PAINT:

Gov. confirms that there is no asbestos contaminated element the project area.

DEBRIS HAULING AND DISPOSAL:

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Contractor shall use an approved hauling route to prevent interference with base operations. In order to prevent problems with traffic, noise, wear and tear on roads, or other problems having the potential to adversely affect health, safety, or the environment, the government reserves the right to regulate routes, intervals, delivery points, and times for hauling.

All debris hauled by the contractor shall be enclosed to prevent leaking, spilling, or blowing. The Contractor shall ensure all debris or dirt is promptly removed from any transportation route if such debris is spilled, blown, or leaked from hauling equipment and vehicles. The contractor shall remove all dirt and mud caused by tracks of hauling equipment within one hour of notification by the Government. All demolition debris collected by the contractor shall be housed dumpsters and always covered and disposed of in an authorized landfill or transfer station. No disposal or burning is allowed on base. The contractor shall provide the government inspector with an electronic copy of each dump receipt on the following workday by 0800 with the daily report.

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 will be submitted in RAKEN format and shall include pictures of work performed for each day.

END OF STATEMENT OF WORK