B5__ATTACHMENT_1_SOW_Fence_Project_-_REVISED.docx

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FENCING
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70FBR919Q00000053
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STATEMENT OF WORK FOR FENCE PROJECT

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Solicitation Number: 70FBR919Q00000053

STATEMENT OF WORK

FENCING PROJECT

DR-4404-MP

PROJECT DESCRIPTION: All work shall be in conformance with the requirements as detailed in this Statement of Work (SOW). The Contractor shall furnish all supervision, labor, materials, and equipment necessary for the installation of linear feet of 6’ chain link fence at fire station 4, Koblerville, Saipan. Linear Feet will be determined at site visit.

DESCRIPTION OF WORK: The Contractor shall perform the following work:

· The contractor is required to visit the site if necessary, review the site conditions and verify all dimensions.

· Install new 6’ high galvanized fence to include all gates referenced in the attached drawing.

The contractor is required to verify all existing measurements prior to ordering any materials.

· 16-Gauge Galvanized Metal Terminal Posts

· 16-Gauge Galvanized Metal Line Posts

· Galvanized Top and Bottom Rails

· Galvanized Metal Chain Link Fabric

· Galvanized Fittings & Aluminum Post Caps

· Galvanized Metal Gates (ref. attachment XX for dimensions)

Materials

A. Steel Chain Link Fabric: 6’ tall, 9-Gauge, 2” mesh. Tie wires, clips, and hog rings shall withstand forming and twisting operations without cracking of flaking of the coating.

B. Post Caps: Shall be designed to fit snugly over posts and exclude moisture from inside posts

C. Tension Wire: Shall be 7-gauge galvanized steel tension wire

D. Tension (Stretcher) Bars: A minimum of one bar shall be used for each gate and two or each corner post, except where fabric is integrally woven into the posts.

E. Concrete: Shall have a compressive strength of 3,000 psi. Minimum footing size is 12” diameter x 30” depth.

F. Posts: All posts shall be set plumb in concrete footings. Line posts installed at intervals not exceeding 10’ on center.

G. Top Rail: Install rail continuous thru the line post or barb arm loop top. Splice rail using top rail sleeves minimum 6” long. Rail shall be secured to the terminal post. Bottom rail or intermediate rail shall be field cut and supplied caps screws bar stock for the bottom of the fence and any other required tie wires to secure the chain-link material all caps, and pipe guided for the tops of the posts. The diameter on the poles used will be 2.5 inches on vertical posts and 1.75 on the top horizontal pipe. The posts will be required to be buried to a depth of 3’ and anchored in concrete they will be spaced every 8 ft except where a gate would make this not possible. The fence will have to run level across the entire top edge with no dips or sagging in the fence. There will also be no gaps at the bottom edge of the fence.

The Contractor shall ensure each post is buried to a depth of 3’ and anchored in concrete at 8’ apart, except where a gate will need to be installed.

· Extend the existing fence posts and gate (labeled as Fence and gate 1) from 4’ to 6’ and replace the 4’ chain-link fence with 6’ chain-link fencing. This will require removal and disposal of the waste 4’ fencing material.

· Fence off the parking lot adding a gate (labeled as gate 2) This gate is required to be a sliding gate 40’ long 6’ high.

· Two 20’ swinging gates 3’ off the ground (see illustration (1)) pipe gates will need to be installed as gate 3A and 3B. These are required to be made of 4” heavy wall steel pipe, opening towards the roadway and a post to secure them too when open. These will be required to be painted with yellow reflective paint.

· One sliding gate will be needed on the second driveway (labeled as gate 4). It will need to be 20’long x6’ high.

· One sliding gate that will be for egress to the side lot it will be 20’ long x 6’ high (labeled as gate 5).

· See the map for the perimeter distances and design.

COMMENCMENT OF WORK: Within 48-hours from issuance of the notice-to-proceed (NTP), the Contractor shall start work, and complete all work within 30 days of commencement of work.

Contractor shall schedule all work to include subcontract work in a manner that minimizes downtime and disruption to FEMA’s daily activities at the fire station 4 location.

PRESERVING HISTORICAL AND ARCHAEOLOGICAL FINDS: All items having any apparent historical or archaeological interests which are discovered during any construction activities shall be carefully preserved. The Contractor shall leave the archaeological find undisturbed and shall immediately report the find to the Contracting Officer, or his/her designated representative, so that the proper authorities may be notified.

STANDARD PRODUCTS: Materials and equipment shall be standard products of a manufacturer regularly engaged in the manufacture of such products, which are of a similar material, design, and workmanship.

APPLICATION OF WAGE RATES AND FRINGE BENEFITS: The latest wage rates and fringe benefits by the Department of Labor will be applicable to this work.

GOVERNMENT FURNISHED EQUIPMENT/MATERIALS: Government Furnished Equipment/Materials (GFE/M): No Government furnished materials will be provided for this work.

SAFETY: The Contractor shall comply with the Federal and CNMI Department of Labor and the Occupational Safety and Health Administration (OSHA) safety regulations, rules and requirements, as well as any Federal, State, County and Local laws, codes, and ordinances.

WORK HOURS: Unless otherwise specified by the Contracting Officer or the Contracting Officer’s Representative (COR) appointed over this contract work will be performed during the hours of 8:00am - 4:00pm Monday through Friday.

QUALITY CONTROL: The Contractor shall develop, present, maintain and update a quality control plan to monitor performance to ensure appropriate quality is achieved. The quality control plan must include processes for ensuring work is consistent with the specifications set forth in this Statement of Work. The plan shall identify processes for addressing delayed activities. The Contractor shall monitor the quality of work using this established plan, which will also be used to facilitate Government oversight of the contract and inspection of work performed.

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