SOW_Seed_Task.docx

New Fence IDIQ Seed Task Statement of Work Work Order: 56517 November 21, 2013

General Requirements:

· The contractor shall coordinate all work with Project Manager, Anna Robinson 75th CEOS (801-777-3673). The contractor shall notify the Project Manager prior to beginning any work.

· The contractor shall provide all labor, equipment, testing, transportation, lodging, and supervision to accomplish the following in accordance with requirements contained in this document and the contract specifications.

· The contractor shall conform to all standards and specifications in the Unified Facilities Guide Specifications (UFGS) and common construction practices. The contractor shall thoroughly review these specifications and follow them accordingly.

· The period of performance for this project is 30 Days from the issuance of the notice to proceed.

· The contractor shall obtain a base Civil Engineering Excavation Permit from the Civil Engineer project manager before commencement of work.

· The contractor must attend the site visit to verify location and quantities.

· The contractor shall coordinate with the project manager and the facility manager in order to provide reasonable access and security during construction.

· The contractor shall conform to the Basic Statement of Work and all rules and regulations while present at the Hill Air Force Base.

· The contractor shall not damage any government property. Any government property damaged by the contractor shall be repaired or replaced according to the direction of the project manager.

· The contractor shall maintain a clean, professional, and safe working environment at all times.

· The contractor shall match existing grade during the construction process in order to allow for 100% positive drainage.

· The contractor shall install concrete footings conforming to ASTM C94/C94M for all gate posts (18” diameter post holes) and 39” deep.

Overview:

This is an exterior fence project.

The contractor shall cut asphalt as necessary to completely remove one existing fence line post as shown. The contractor shall auger, or hand dig where required near utilities, post holes to a depth of 39”. All asphalt shall be hauled to the base asphalt dump in coordination with the project manager and the CE Pavements Shop. All soil shall be hauled to the base asphalt or concrete dumps in coordination with the project manager and the CE Pavements Shop. All existing fence post debris shall be hauled off-base. Existing personnel gate shall be set aside for the facility manager to retain.

Asphalt is at least three inches thick. Fence posts shall be Grade A fabricated pipe, and minimum of 2.875” outer diameter for gate posts. Fence posts shall be set 39” below final grade and shall be held vertically until concrete sets. Place the concrete in each post hole around fence posts throughout the entire 39” depth. Trowel finish the surface of the concrete. The final grade of the concrete shall be uniform and match existing slope and grade to provide for 100% positive drainage to all areas. The contractor shall follow the drawings providing for 100% drainage to the project area. The concrete shall be 18” minimum diameter around all newly installed gate posts. The top of the concrete around all gate posts shall be at the asphalt surface grade. The contractor shall ensure that traffic will flow smoothly over all asphalt and concrete and snow removal equipment will not be caught by any asphalt and concrete. The contractor shall allow concrete to set up for 7 days while keeping concrete moist.

The contractor shall completely remove approximately seven linear feet of single barb arms with 3-strand barb wire, one existing fence line post, and one existing personnel gate and install approximately 3.5 LF of 7’ tall standard commercial chain link fence and one 3 LF wide 7 FT tall personnel gate with single barb arms and 3-strand barb wire as shown. The fence fabric shall be attached to existing gate posts and the gate shall be attached to newly installed gate posts. The gate shall have a self-closing hinge and a magnetic plate to hold the gate closed unless correct code is entered into vindicator system, which will be moved by the government, to temporarily release the magnetic plate. The contractor shall also tighten all surrounding 3-strand barb wire and tension wire as shown. The bottom of all fence fabric and gates shall be no more than 2” above the surface of the asphalt. The fence fabric shall be knuckled at the bottom with tension wire at the top. The contractor shall move and install three signs on gate and fence.

The contractor shall ensure positive drainage in all areas. The contractor shall provide a clean and professional looking job site prior to final inspection. The contractor shall have 1 week to fix any punch list items identified in the final inspection walk through.

Excavation:

· Contractor shall follow excavation permit while excavating all existing asphalt and soil material required for post holes. The excavated asphalt and soil material shall be hauled to the base landfill. Contractor shall remove and dispose old fence post in an off base landfill of Contractor choice. Contractor shall not exceed weight limit restrictions as defined by UDOT while hauling excavated materials to their designated dump sites. The contractor shall weigh every load at the CE landfill in coordination with the CE Pavements Shop.

· The contractor shall use caution and avoid damaging any government property.

· The contractor shall fill out and submit the Construction and Demolition Debris Diversion form to the Project Manager. This is a new environmental requirement.

Portland Cement Concrete:

· The concrete shall be a minimum diameter of 18” for gate posts. The concrete mix design shall conform to ASTM C94/C94M.

· The contractor shall place all concrete providing positive drainage in all areas.

· The contractor shall conform to common construction practices and all requirements of the basic contract, UFGS, common construction practices, and this statement of work. All government and non-governmental standards referenced in the contract shall be complied with.

Final Requirements:

· The contractor shall maintain a clean haul road at all times.

· The contractor shall clean surrounding areas of the project to match the prior existing profile.

· The contractor shall clean the construction area and all surrounding areas that have been disturbed by the contractors work.

· The contractor shall provide a clean and professional looking job site prior to completion.

· The contractor shall meet the project manager approved schedule and shall complete any punch list items identified in the walk through within 7 days unless otherwise specified by the project manager.

Any changes/addendums, modifications, etc. to the original SOW must be approved by the Contract Officer; no other parties have approval authority.

Mrs. Anna Robinson, USAF Project Manager

Final Approval Signatures: (Sign, office symbol, date)

I certify that I have reviewed the design proposal and have been given ample opportunity for input/guidance. This Statement of Work reflects all design criteria requested by me and satisfies the requirements of the Government and the using Agency/Department that I represent. I also understand that any changes suggested/requested by me to this Statement of Work or to the final proposed floor plans, etc…, POST AWARD, could result in a modification to the original contract at the Contract Officer’s discretion.

USER(S)

(Sign, office symbol and date)

New gate and signs Existing gate and signs Move and install 3 signs About 20 LF

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