SOW_Addendum_2.pdf

SPECIFICATIONS

FOR

INSTALLATION OF ILLUMINATED SHADE

STRUCTURE ADJACENT TO BLDG 10504

JBSA-Lackland 12 July 2019

STATEMENT OF WORK ADDENDUM 2

INSTALLATION OF SHADE STRUCTURE Adjacent to Bldg 10504

1 DESCRIPTION OF WORK/PRINCIPAL FEATURES

Project Location: JBSA-Lackland, adjacent to Bldg 10504

Work shall be done with the work area unoccupied by government personnel; however students will utilize adjacent shade structure for breaks and/or lunch. The contractor shall coordinate all work with Mr. Detra Whitfield/(210) 671-6177, Mr. John Henkelmann/(210) 671-3768, and/or the Contracting Office.

Description of Work: The project will consist of actions, services, and duties to complete the installation of a 96’x54’x16’ lighted shade cover covering a full sized basketball court adjacent to building 10504. The contractor will perform the following:

Be responsible for conducting a site survey prior to proposal submittal to determine conditions which may affect final quoted price.

Ensure lighting is installed to provide proper illumination on the basketball court during hours of darkness. Specifications of the lighting is as follows:

-Four lamps mounted at each corner of the shade structure -240 watts, LED -Housing will be die-cast aluminum housing with corrosions resistant polyester power -Rated life of at least 200,000 hours -Voltage of 120-277v

A dig permit is needed for this project. The 37 TRSS (Whitfield or Henkelmann) will provide the appropriate form but it will be incumbent upon the contractor to get the appropriate approvals.

Post signs warning of work zone in the area. Signs must be in plain view for pedestrian/vehicle traffic to see.

The Contractor SHALL NOT begin installation of the shade structure until the CAD (Computer Aided Design) documents, drawn to-scale, and color selections have been approved in writing by authorized by Whitfield or Henkelmann.

Erect (1) 96’x54’, 8-post, hip style shelter at a height of 16’ at the lowest point of the canopy from the ground. The concrete support columns must be constructed six feet deep. Contractor will make contact with Mr. Whitfield or Mr. Henkelmann for verification of column depth before concrete is poured.

The canopy will be beige or desert tan in color. The canopy shall be constructed with coated polyester UV and flame resistant, WATERPROOF fabric. Fabric will be sewn with UV resistant thread. The structure and fabric shall be engineered to withstand 90 mile per hour winds.

Ensure all steel is finished in desert tan or beige paint with a 2.5 to 3.5 mm thick UV inhibited weather resistant powder coat. Shade canopy corners shall be reinforced at secure points with steel support structure. The canopy shall be reinforced throughout to ensure strength in welded connections/joints. All cabling shall be corrosion resistant and provide sufficient strength to provide increased tension and security between the canopy and support structure. All hardware used in this project shall be galvanized and/or be rust/corrosion resistant.

Shade cover fabric must be wrought tight enough to prevent water from pooling atop the shade cover at any point.

Color paint/fabric selections to be rendered and approved in writing by Mr.Whitfield or Mr. Henkelmann, prior to purchase of materials.

Power shall be tied into the electrical power at the existing light poles.

Contractors must ensure customer mission disruptions are kept to a minimum.

Contractor shall not work nor store materials in a manner that would hinder or otherwise block pedestrian/vehicle traffic in the immediate area particularly student access to/from and use of the adjacent shade cover. Storage of materials/equipment shall be coordinated with the Contracting Office.

Routine coordination conferences may be scheduled by the Contracting Office throughout the life of this contract. Coordination conferences will be held to discuss contract administration, contractor quality control, safety, phasing, scheduling, and other aspects relating to this installation. The contractor or a qualified representative shall be present at each of these meetings.

2 BASE FIRE REGULATIONS

If welding or any actions that generate sparks are required it will be incumbent upon the contractor to attain all applicable permits. The contractor shall comply with all JBSA- Lackland Fire Regulations. No welding will be permitted without obtaining a welding permit issued by the JBSA-Lackland Fire Department. All fire and safety regulations shall be enforced.

3 WORK HOURS AND SPECIAL CONDITIONS

Work hours shall be 7:30 a.m. to 4:30 p.m., Monday through Friday, exclusive of Federal holidays. At the option of the government and with approval of the Contracting Office, work may be permitted on Federal holidays, weekends or after 4:30 p.m. daily at no additional cost to the government. The following legal holidays are observed:

New Year’s Day, January 1st Dr Martin Luther King, Jr. Day, 3rd Monday in January Washington’s Day, 3rd Monday in February Memorial Day, Last Monday in May Independence Day, July 4th Labor Day, 1st Monday in September Columbus Day, 2nd Monday in October Veterans Day, November 11th Thanksgiving Day, 4th Thursday in November Christmas Day, December 25th

Note: When any of the above holidays falls on a Saturday, the preceding Friday will be observed as the legal holiday; holidays falling on a Sunday will be observed on the following Monday.

The contractor shall provide written notice to the Contracting Office for approval at least five duty days before starting the scheduled work.

4 SITE MAINTENANCE AND CLEANUP

Site Maintenance: The contractor shall maintain work areas in a neat, clean, and safe condition. The contractor shall be responsible for providing, installing, and the removal of any temporary signage, barriers, barricade tape, etc. which may be required to control pedestrian and/or vehicle traffic in the work area.

Cleanup: The contractor shall collect all trash, debris, refuse, garbage, etc., which is generated and place it in appropriate containers with lids or approved covers daily. The aforementioned materials shall be removed from the site by appropriate means daily, unless otherwise approved by the Contracting Office. Disposal shall be outside the limits of government property.

5 FINAL INSPECTION

When all pre-final inspection discrepancies have been corrected, the Contracting Office will conduct the final inspection with Whitfield and/or Henkelmann, the contractor, and any needed subcontractor to determine whether the project can be finally accepted upon written notice from the Contractor that the punch list items are complete.

6 RECORDS MANAGEMENT

"The Contractor shall manage all data created for Government use or legally controlled by the Government, in support of the functional activity or required by AF publication, IAW with the AF Records Management procedures in Air Force Instruction (AFI) 33-322, Air Force Manual (AFMAN) 33-363 and Air Force Instruction (AFI) 33-364 (or their subsequent replacements)".