SOW_-_Final_-_San_Marcos_-_02192026_Word_r_1.pdf

Statement of Work San Marcos Aquatic Resource Center Hays County, TX Shop & 2 Stall Garage Building Asset# 10006277

Environmental Compliance

Energy Compliance

United States Fish and Wildlife Service Division of Engineering 500 Gold Ave. S.W.

Albuquerque, New Mexico 87103

SAN MARCOS AQUATIC RESOURCE CENTER

HAYS, COUNTY, TX.

SHOP & 2 STALL GARAGE

BUILDING RENOVATION 2026

SECTION 01009 - GENERAL INFORMATION AND REQUIREMENTS

PART 1: GENERAL

1.1 SUMMARY:

A. Description of Work: The work shall consist of labor, equipment, supplies and materials to:

1) Replace the three overhead roll-up style doors to include hardware, weather stripping and manual chain hoists

2) Replace current light fixtures with LED light fixtures to meet OSHA requirements

3) Remove all suspended ceiling grids and tiles. Approximately 416 square feet.

4) Replace three (3) exterior personnel doors with insulated hollow metal doors to include frames and hardware

5) Terminate, cap and remove existing gas lines from the building

6) Remove and replace existing gutter system including down spouts

7) Remove and replace existing roof with new 24-gauge roofing panels. Exclude lean-to shed (awning) on the south side of the building.

8) Remove existing gas fired unit heaters

GENERAL INFORMATION AND REQUIREMENTS 01009-1

B. Location: Work under this contract is located at the San Marcos Aquatic Resource

Center, 500 East McCarty Lane, San Marcos, TX 78666-1024 as shown on the attached Vicinity Map.

C. Site Visit: Contractors are encouraged to visit the project site and inspect existing conditions prior to submitting quotes. See Federal Acquisition Regulation (FAR) Clause 52.236-27 Site Visit. Contact Bockrath, Katherine D, Supervisory Biologist at 512-610-5597, to arrange a site visit.

1.3 DEFINITIONS:

Approvals: Approval of submittals is an indication that the Contractor's submittals have been reviewed and that there are no objections, except as noted. Approval of deviations shall apply only to those deviations or omissions from the requirements of the drawings and specifications brought to the Contracting Officer's (CO) attention in writing.

1.4 SUBMITTALS:

A. Scope: Submittals include shop drawings, manufacturers' literature, samples, work schedules and a schedule of values.

B. Requirements: contractor to supply submittals for the following materials:

1. Overhead roll-up door(s) & manual Chain hoist(s).

2. LED Light fixtures

3. Exterior personnel doors - Insulated hollow metal doors including frames, hardware, weather stripping and thresh hold.

4. Metal roof panels

C. Allow at least 7 working days for review. Submittals shall be sent or delivered to the

Contracting Officer's Technical Representative (COTR) at U.S. Fish and Wildlife Service, Division of Engineering, 1875 Century Boulevard, Atlanta, GA. 30345 Submittals shall come directly from the Contractor with their stamp and signature of approval; submittals will not be accepted from sub-contractors or suppliers. Do not commence work, which requires review of any submittals until receipt of returned submittals with an acceptable action. Do not allow submittals without an acceptable action marking to be used for the project.

D. Identification of Submittals: Completely identify each submittal by showing at least the

GENERAL INFORMATION AND REQUIREMENTS 01009-2

following information:

1. Name and address of submitter (Contractor), plus name and telephone number of the individual to contact for further information.

2. Name of project as it appears in these specifications.

3. Contract number, submittal number, and specification section number to which the submittal applies.

4. Whether this is an original submittal or resubmittal.

5. Each item shall clearly note the manufacturer's name and address, trade name, product, Lot, style, color, catalog designation or model number, and locations of use.

E. Electronic submittals are acceptable and are preferred. If hard copies are submitted, unless stated otherwise in the individual specification section, provide 3 copies of submittals for use by the Government, plus the number of submittals needed to be returned to the Contractor for use by Contractor, sub-contractors, suppliers, or others.

F. There will be no approval of submittals prior to bid opening and award. Submittals will be evaluated based on the requirements of the specifications and drawings, during the submittal process after contract award.

1.5 CONFORMANCE:

Submittals must show clearly that the product, sample or shop drawing conforms to the specifications.

1.6 QUALITY ASSURANCE:

A. Codes and Standards: The work shall comply with codes and standards applicable to each type of work listed to include IBC, MBMA & NEC. This contract incorporates materials, applications, and tests by reference, with the same force and effect as if they were given in full text.

B. Conflict: Where a conflict occurs between reference documents, drawings, and project specified scope of work, the most stringent requirement shall govern.

C. Product basis: Where Scope of Work calls out a specific product or manufacturer, it is understood that an equal or better product is acceptable, as approved in the submittal process.

1.7 DELIVERY, STORAGE, AND HANDLING:

GENERAL INFORMATION AND REQUIREMENTS 01009-3

A. Delivery: Protect products incorporated into the work from damage while in transit to the site. Products must be delivered in original unopened containers with manufacturer's name, brand designation, and contents legibly indicated. The containers shall bear the referenced specification number, type, and class as applicable.

B. Storage: Limited storage area is available at the project site. If additional storage area is needed, contractor shall provide temporary storage facilities for products. Storage shall comply with the manufacturer's instructions. The storage area shall permit access for inspection and handling.

C. Handling: Load and unload products protecting them from damage.

1.8 PROJECT/SITE CONDITIONS:

A. The project site is the San Marcos Aquatic Resource Center, San Marcos, Texas

B. Existing property not indicated for demolition, shall be protected. All damage by Contractor's activities shall be repaired by the Contractor at no additional cost to the Government.

C. Safety is paramount. Contractor is responsible for safety on the project site and shall take measures to maintain a safe area around the project site which is used by Government employees and the public. Applicable OSHA regulations shall be adhered to by the Contractor. Contractor shall submit a safety plan prior to starting work.

D. Landscape Protection: Protect all vegetation inside and outside work limits. All rutting caused by Contractor activities shall be filled and contoured to match adjacent areas.

Areas damaged by Contractor activities shall be repaired.

E. Unforeseen Conditions: Should unforeseen conditions be encountered that affect design or function of the project, investigate fully and submit an accurate, detailed, written report to the CO and the COR. Follow procedures in contract FAR clauses 52.236-2, 52.236-3, and 52.243-5. While awaiting the Contracting Officer’s response, reschedule operations if necessary to avoid delay of overall project.

1.9 SEQUENCING AND SCHEDULING:

A bar chart type work schedule shall be submitted to the COTR within 5 days after the preconstruction conference. When requested, submit an updated schedule within 3 calendar days.

GENERAL INFORMATION AND REQUIREMENTS 01009-4

PART 2: PRODUCTS

2.1 TEMPORARY FACILITIES:

A. The Contractor shall provide portable toilet facilities at the construction site.

B. Water is available at the immediate site for Contractor’s reasonable use.

C. Electric power is available at the site for Contractor's reasonable use.

PART 3: EXECUTION

3.1 PROJECT MEETINGS:

A. Preconstruction Conference:

1. A preconstruction conference will be held prior to the start of work. The Contractor will be notified in advance of meeting time, date and place. The purpose of the meeting will be to review required work, project drawings and specifications, construction schedules, payroll, payments, and administrative provisions of the contract.

2. The Contractor, subcontractors and the persons responsible for coordination of the work shall be present at the meeting.

3. The Contractor shall submit a schedule of values within 5 days after the preconstruction conference, which may be used as a basis of payment as the work progresses.

B. Progress Meetings:

To be held at the project site as required.

C. Inspections:

1. Routine inspections will be performed by the government Contract Inspector (CI).

Inspection of items of work by the CI will not relieve the Contractor of the requirement to meet project specifications. The CI shall be informed 24 hours in

GENERAL INFORMATION AND REQUIREMENTS 01009-5

SAN MARCOS

AQUATIC RESOURCE

advance of work requiring his observation. After being informed in advance the CI's non-attendance shall not prohibit the Contractor from proceeding with work in the CI's absence.

2. For final inspection, notify the COTR in writing at least 6 working days before the completion date so the Government can schedule final inspection. The superintendent shall be present during the final inspection.

3.2 DISPOSAL OF DEBRIS:

Demolition debris shall be removed from the project site and disposed of in a legal disposal site by the Contractor. Contractor shall pay all fees required for disposal.

3.3 SCHEDULE:

1. Once the contract is executed, the Contractor will have sixty (60) days to complete the project.

3.4 WARRANTY:

A. All project construction shall be provided with a one-year warranty in accordance with

FAR 52.246-21.

B. With respect to warranties, expressed or implied, from manufacturers or suppliers for materials or equipment furnished under the contract, the Contractor shall:

1. Obtain the most favorable warranties that would be given by the Contractor in normal commercial practices, but in no case less than called for by the specifications.

2. Contractor to provide metal roof panels with a 20-year warranty.

3. Contractor to provide roll-up door(s) and manual chain hoist(s) with a 3-year door warranty and a 10-year finish warranty.

2. Require warranties to be executed, in writing, for the benefit of the Government.

3. Submit warranties to the COR prior to the final inspection.

PART 4: DETAILED SCOPE

4.1 DEMOLITION:

A. Demolition of doors

GENERAL INFORMATION AND REQUIREMENTS 01009-6

1. Remove existing overhead doors on the north side of the building in preparation for new doors. This includes any hardware, tracks. Patch/seal screw holes as necessary.

2. Remove existing personnel door on the east and west sides of the building in preparation to receive new doors.

3. Properly dispose of remaining materials.

B. Demolition of roof panels and gutters

1. Remove the existing roof including the transparent/translucent roof panels in preparation for installation of new metal roof panels to match existing roof panel profile. Clean area of any sealant, putty or tape.

2. Remove gutters from north and south sides of building to include gutter clips.

Patch/seal holes as necessary

3. Properly dispose of materials.

4.2 INSTALLATION:

A. Installation of new metal roof panels

1. Ensure area to receive new roof panels is clean, dry and free of any sealant, putty, or tape.

2. Inspect underlayment metal joists to ensure they are not structurally compromised due to water damage. If damage is suspected, inform Refuge Manager before proceeding.

3. Install new roof panels in accordance with the manufacturers’ recommended installation procedures. Sealing, fastening, and panel overlap shall be IAW panel manufactures recommended installation procedures.

B. Installation of overhead roll-up door.

1. New overhead roll-up doors shall fit into the spaces of demolished doors,

a. Flush 2” insulated panel

b. White baked on polyester finish

c. 20 ga. Exterior steel

d. 26 ga. Back cover

e. Weather strip

f. Interior mounted side lock

g. Manual door operator (chain hoist)

END OF SECTION

APPENDIX 1: SAN MARCOS RESOURCE CENTER GOOGLE

MAP

APPENDIX 2: PICTURES

Awning eave and ridge measurements East facing door

West side door Shop’s window

Drywall East Door

East Door – Interior Ceiling

Gas Line Roof Gutter

Roof Gutter Main power panel

Main power panel Main and sub power panels

Awning roof – looking east from north Shop interior – northwest

Old furnace heater Paint peeling off

East Wall North side

West side Awning on the south side

West wall measurements The alley

Holes in the wall Lean-to

Holes on the root of awning Ceiling

APPENDIX 3

ORIGINAL DRAWINGS

GENERAL INFORMATION AND REQUIREMENTS 01009-