SOW_Perimeter_Fence_Golf_Course_to_Roy_Gate_and_1100's.doc

Statement of Work

KRSM 04-0163

Work Order: 58170 July 21, 2015 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 365 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 is highly encouraged to attend the site visit to verify location and quantities.

· The contractor shall coordinate with the project manager and security forces 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 fence and gate posts (12” diameter post holes for line posts, 16” diameter post holes for corner, pull, and end posts, 18” diameter post holes for personnel gate posts, 36” diameter post holes for all double leaf swing gate posts) and 39” deep.

· This project area is adjacent to and within known soil contamination and related equipment such as wells, etc. (Operable Units 1, 2, 4, & 6). Any excavation in this area of industrial activity presents the potential to encounter contaminated soil. Please contact the Environmental Restoration POC, Mr. Scott Stoddard (775-6893) if unusual odors or soil discoloration is observed during any excavation or trenching necessary to complete this project and/or if any monitoring points are encountered.

· Excavations that result in the need for soil disposal will either dispose of clean soil at a permitted landfill or use as fill for another on-base project. If excavated soil is to be taken to a permitted landfill a tipping receipt must be provided to the project proponent. Please note, that each landfill may have its own requirements for certification on the material they receive; therefore, prior to excavated soil leaving HAFB it is advisable to understand and comply with those requirements.

· If any historic properties are found during construction, ground-disturbing activities in the immediate vicinity will cease, the Hill AFB Cultural Resources Program Manager, Anya Kitterman (586-2464), will be notified.

· Some areas of the existing fence line are located on very steep terrain. The contractor shall attend weekly meetings with the government to discuss the contractor’s required access on to private property. In these areas, removing old fence and installing new fence will require extra care.

Overview:

This is an exterior fence project to replace existing fence and gates with new 7’ tall chain link fence (fabric and posts 7’ above soil surface) plus 1’ single outrigger barb arms and 3-strand barbed wire as detailed below. Total length of fence project is about 6.62 miles, and must be worked in phases.

The fence line to be replaced starts at the corner north of the golf course and goes northward to the museum, around the north side of the museum to 5600 S at the Roy Gate. The project continues at the perimeter fence from even with the south side of Bldg. 1780 to even with the south side of Delaware Street near Bldg. 1283.

The contractor shall completely set up temporary fence with no gaps prior to beginning construction on each phase. Contractor shall coordinate with Security Forces so they are aware of each construction area phase and temporary fence.

The contractor shall remove all existing trees, clear and grub area, and sterilize soil a minimum of 3 feet wide along the outside of the fence and a minimum of 9 feet wide along the inside of the fence. The contractor shall also remove existing barbed wire, fence fabric and posts, and gates. Trees and shrubs have grown through existing fence, so existing fence must be removed at the same time as the trees and shrubs.

The contractor shall auger, or hand dig where required near utilities and as requested by any neighbors, post holes to a depth of 39”. All existing fence, trees, and shrubbery debris shall be hauled to an off-base landfill.

The contractor shall install 7’ tall chain link fence to replace the existing old fence. Fence and gates shall have 3-strand barbed wire on top. Single outrigger barb arms shall be attached to the top of all posts: for all line, end, corner, and pull posts, the arms shall be at a 45 degree angle pointing outward away from the Base; for all gate posts the arms shall be straight up. Attach barbed wire so that any gaps in the barbed wire between fence and the gates are minimized to 2 inches or less. The contractor shall replace 5 gates labeled 1039-V (30 feet wide double leaf swing gate), 1036-V (24 feet wide double leaf swing gate), 1025-P (4 feet wide personnel gate), 1014-V (34 feet wide double leaf swing gate), and 1013-VT (26 feet wide double leaf swing gate) as shown. The personnel gate shall have a self-closing hinge and magnetic lock plate (Durable Magnalock M62 Series, 1200 lbs. holding force, Mag Part Number: M62 Face Mount SN-M62FG) to hold the gate closed until the correct code is entered into the existing vindicator that will remain. The 4 vehicle gates shall be double leaf swing type with 3-point lockable latches. Gate 1029-V, located at the old North Gate, shall remain in place undisturbed by construction. The other existing 9 gates shall be replaced with new 7’ tall chain link fence with 3-strand barbed wire. Fence shall have top and bottom rails attached to fence posts. Fabric shall be twisted and barbed at both selvages and attached to top and bottom rails with 9-guage wire ties. Contractor shall include pricing option to install tension wire instead of top and bottom rails. Posts, fabric, and gates shall be capable of withstanding a minimum of 115 mph winds.

Fence posts shall be Grade A fabricated pipe, and a minimum of 2” outer diameter for line posts, 2.875” outer diameter for end posts, pull posts, corner posts, and personnel gate posts, 6.625” outer diameter for all double leaf swing gate posts. Fence posts shall be held vertically until concrete sets.

Place the concrete in each post hole around fence posts throughout the entire depth. The top of the concrete around all posts shall be at the existing soil surface grade. The contractor shall allow concrete to cure for 1 week before attaching fence fabric.

The contractor shall replace all signs along the perimeter fence and gates in the project limits with new signs. Boundary identification signs shall be spaced every 300 feet and on each face where the fence makes an abrupt change of 15 degrees or more in direction or elevation.

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 soil material required for post holes. The excavated soil material shall remain in place. Contractor shall remove and dispose trees, shrubbery, and old fence fabric and posts in an off base landfill. Contractor shall not exceed weight limit restrictions as defined by UDOT while hauling excavated materials to the landfill.

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

· The contractor shall provide weigh tickets to the 75 CES/CEOS PM at the conclusion of this project, for disposal of construction debris and/or recycled materials (i.e. fence fabric, fence posts, etc.). Requirements can be found in the attached Base Design Standard, Section 5.5 and C&D Waste Management (Section 01 74 19).

Portland Cement Concrete:

· The concrete shall be a minimum diameter of 12” for line posts, 16” for end, corner, and pull posts, 18” for personnel gate posts, and 36” for all double leaf swing 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 1 week unless otherwise specified by the project manager.

· The contractor shall be responsible to file or acquire a Storm Water Pollution Prevention Plan (SWPPP), which is part of the Utah Pollutant Discharge Elimination System (UPDES) program. Rules and forms can be found at (http://waterquality.utah.gov/UPDES/stormwater.htm). A copy of the State approved plan shall be provided to 75 CES/CEOS PM prior to starting any work and shall be posted and maintained on site until completion of this task order.

· The contractor shall provide Porta-John(s) with hand-wash stations on site for contractor use.

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

Gate 1039-V

Gate 1036-V

Gate 1029-V to remain in place

Gate 1025-P

Gate 1014-V

Gate 1013-VT