4th MXG FABRIC SUNSHADE CANOPY - SOW.docx

4th MXG FABRIC SUNSHADE CANOPY BUY

STATEMENT OF WORK (SOW)

1. SCOPE: The work covered by the provisions of this contract consists of furnishing all labor, tools, equipment and supplies necessary to remove/dispose old fabric canvas’s/tension bars, and install 5 fabric sunshade shelters, India 14-18 on the flightline.

· 70' Wide X 70' Long X 30'6" Center Height X 19' Side Wall

· 24 OZ. Cover, Exterior Tudor Beige, Interior White, Flame Retartdant PVC Coated Fabric

· Fabric will be made of continuous fabric panel that will cover the entire shelters length and width

· Fabric shall stop 11' above ground on side walls.

· Frame: Must fully meet NC State Code and all design load criteria for the 110mph wind load rating.

· Side Cables will have high visibility protection sleeves with reflective tape

· Anchors for asphalt (2 each) and concrete (30 each) foundation

· All Weld Joints Coated with 97% Zinc "Cold Cal" for Corrosion Protection

· Meets or exceeds Class "C" Rating on the Shelter for Wind Load @ 110 MPH

· Fabric Provides 100% Waterproofing

· 20-year warranty on the canopies and a 30-year warranty on the frame

2. MATERIALS: All tools and equipment necessary for the installation will be supplied by the contractor.

3. LOCATION: This work is to be accomplished on Seymour Johnson Air Force Base, Goldsboro, NC.

4. WORKMANSHIP: All workmanship will comply with standard trade practices. The contractor shall provide all qualified personnel, equipment, and services required to dispose old shelters and setup and install new shelters. The contractor will be responsible for making all electrical connections to the shelters and running the wiring. The contractor shall be responsible for installing the light kits and the junction box. The contractor must verify all work, to include verifying all installed equipment works properly. Any discrepancies noted by the contractor or Government shall be corrected prior to contractor departing from worksite or Government acceptance of the shelters.

5. CLEANUP: The contractor is responsible to return all work sites to the condition in which they were found.

6. WARRANTY: The contractor will guarantee all workmanship for a period of one (1) year from completion of work. The contractor shall also provide a 20-year warranty on the canopy and a 30-year warranty on the frame.

7. EXCLUSION/FREE ZONE: The Government will create either a security “exclusion zone” or “free zone” around the perimeter of the construction site. The “exclusion zone” will consist of stanchions and elevated rope to identify the area of the ramp that is excluded from the secure “Red-lined” area of the ramp. Signs that read “Restricted Area” will be placed on the construction side of the “exclusion zone”. The “free zone” will consist of stanchions and elevated rope to identify the area of the ramp where work is authorized. The secure “red-lined” area is still in effect and contract employees will need to be escorted to and from the “free zone” when entering and departing. The “free zone” will have guards posted at each of the four corners.

8. SIZE: The size of the shelters shall have a minimum of 65’ clear width and length inside by with an outside width not exceeding 70’, 30’6” center height and 19’ side wall height. The fabric roofing/siding shall extend down to approximately the same height as the existing shelters (11’ above the ground).

9. SITE INFORMATION:

9.1 The contractor shall submit paperwork for base access to the Contracting Officer prior to work beginning.

9.2 The other 5 shelters will be installed is on existing concrete airfield pavement with a cross slope of approximately 1%. The contractor shall provide anything required to ensure installation is correct for this site condition. Pavement thickness on Seymour Johnson AFB is 15” PCC (700psi flex). The contractor shall submit an anchoring system design, prepared, or reviewed by, and sealed by a NC PE, to ensure compliance with the NC Code of 110mph wind speed. No anchor bolts shall be within 3-1/2” of an existing concrete joint. Any off-set plates required to get the 3-1/2 inch offset from existing joints shall be rectangular, perpendicular to the base plates, and be professionally installed to industry standards. After the layout of the shelters, the contractor shall notify the base if a base plate will be on an existing concrete patch. Extra long expansion bolts will be required to anchor into deeper sound concrete. If the patch breaks, the Government will repair quickly with coordination with contractor and no delays for this situation will be claimed.

10. CONSTRUCTION DETAILS: If different size bolts are required for base plates and base plates with bracing, this must be identified in the field. Provide locking washers as required by instructions. Bolt torque requirements shall be identified in the instructions and shown to the Government quality assurance personnel in field. Any gap between base plate or extension that cannot be eliminated by drawing bolt down, a metal spacer must be installed. All concrete dust, welding rods, etc. must be removed/cleaned before final anchoring. All welding must be cleaned and coated to prevent rust. Any spacers must be welded so they cannot become a loose FOD hazard.

11. SAFETY: All safety requirements of the US Army Corps of Engineers Safety Manuel 385- 1-1 latest edition will be strictly adhered to as related to all work covered under this contract.

12. PHASING: The installation of the shelters will be accomplished in one (1) phase. All work shall be done in each phase and a separate “exclusion zone” or “free zone” will be required for installation on the airfield and established by the Government prior to commencement of work. Phases may or may not have a waiting period between them.

13. SITE VISIT: A mandatory site visits will be held prior to the government accepting any work.