Statement of Work.docx
DOCX document 29 KB Posted
- Attached to
- FENCE MATERIALS Federal contract opportunity
- Solicitation number
- 140L6221Q0003
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| 140L6221Q0001 AMD 0001 Question and Answers_0001.docx | DOCX document | |
| Sol_140L6221Q0003_Amd_0001.pdf | ||
| Materials List.docx | DOCX document | |
| Bid Schedule.docx | DOCX document | |
| Sol_140L6221Q0003.pdf |
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Text version
U.S. BUREAU OF LAND MANAGEMENT
WORLAND FIELD OFFICE, WYOMING
Fence Materials Only
Statement of Work
PART 1: GENERAL
1.1 SUMMARY
A. Description of Work: Furnishing fence materials as per specifications, material list, and attached bid schedule. Contract is for materials only.
B. Materials Transport: Materials will be protected from damage while in transit to the site. Products must be transported/delivered in original unopened containers with manufacturer's name, brand designation, and contents legibly indicated.
C. Materials Delivery: The materials shall be delivered to the main Worland BLM Building located at 101 S. 23rd Street, Worland, Wyoming, and will be escorted to the fencing location for drop off. This location is behind a secured gate. Contractor shall have materials delivered between 8:00 AM to 3:00 PM excluding weekends and federal holidays. The Contractor shall notify the Contracting Officer three (3) business days before delivery of material.
D. Delivery Schedule: Contractor shall deliver all fence material within one (1) month after the Award has been signed.
E. General Material Information:
| • | Total Fence Mileage = 17 miles |
| • | Design: 4 wire fence. 3 Strands barbed wire and one strand smooth. |
| • | Brace Posts: 6-inch Diameter Treated Wood Posts 7 feet in length. |
| • | Line Posts: 4-inch Diameter Treated Wood Posts 6 Feet in length. |
| • | T-Posts: 5 1/2 Feet in length. |
1.2 REFERENCES
A. Referenced Specifications/Standards with Abbreviations and/or Acronyms: Wherever the following acronyms are used in these specifications or on the drawings, they are to be construed the same as the respective expressions represented. Copies of the referenced specifications/ standards referred to herein may be procured by the Contractor, from the following:
ALSC American Lumber Standards Committee PO Box 210 Germantown, MD 20875
| ANSI | American National Standards Institute | |
| 11 W 42nd St. | ||
| New York, NY 10036 |
| ASTM | American Society for Testing and Materials | ||
| 100 Barr Harbor Dr. | |||
| West Conshohocken PA 19428-2959 |
| ASTM A 116-88 | Zinc-Coated (Galvanized) Steel Woven Wire Fence Fabric | |||
| ASTM A 121 REV A-92 | Zinc-Coated (Galvanized) Steel Barbed Wire | |||
| ASTM A 123 REV A-89 | Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products | |||
| ASTM A 153/A 153M-95 | Zinc coating (Hot-Dip) on Iron and Steel Hardware | |||
| ASTM A 641-92 | Zinc-Coated (Galvanized) Carbon Steel Wire | |||
| ASTM A 702-89 | Steel Fence Posts and Assemblies, Hot Wrought R1994) |
AWPA American Wood Preservers' Association P.O. Box 286 Woodstock MD 21163
| AWPA C 1-95 | All Timber Products, Pressure Treatment |
| AWPA C 5-95 | Fence Posts, Pressure Treatment |
| AWPA M 4-95 | Care of Pressure Treated Wood Products |
| AWPA P 5-95 | Waterborne Preservatives |
| AWPA P 8-95 | Oil-Borne Preservatives |
| AWPA P 9-92 | Solvents for Organic Preservative Systems |
CFR Code of Federal Regulations (Available from the Government Printing Office) N. Capitol St. between G and H St., NW Washington, DC 20402
| FS | Federal Standard |
| General Services Administration |
Specifications Branch Room 6039, GSA Building 7th and D Streets, S.W.
Washington, DC 20407
| GSA | General Services Administration |
| F St. and 18th St., NW | |
| Washington, DC 20405 |
| OSHA | Occupational Safety and Health Administration | |
| US Department of Labor | ||
| 200 Constitution Ave., NW | ||
| Washington DC 20210 |
OSHA 2207-91 Construction Industry
| WWPA | Western Wood Products Association | |
| 522 SW 5th Avenue, Yeon Bldg | ||
| Portland, OR 97204-2122 |
PART 2: PRODUCT SPECIFICATIONS
A. Barbed Wire: A strand of two 121/2ga galvanized wires twisted together with 2point barbs of 14ga wire spaced 4 inches apart. Wire and barbs shall be zinccoated steel, with a zinc coating of at least 0.3 oz/ft2 of coated surface area. The minimum breaking strength of each wire shall be 950 lbforce. The barbed wire shall conform to ASTM A 121.
B. Smooth (Barbless) Wire: A strand of two 121/2ga, galvanized wires twisted together. Wire shall be zinccoated steel wire of at least 0.3 oz/ft2 of coated surface area. The minimum breaking strength of each wire shall be 950 lbforce. The smooth (barbless) wire shall conform to ASTM A 121.
C. Steel Line Fence Posts: ASTM A 702; green with white or silver tops "T" or "U" (channel) bar type, with a welded or riveted anchor plate. Steel posts shall be manufactured from wrought, rail, or new billet steel, and shall have a minimum weight of 1.33 lb/li n ft. The anchor plates shall weigh a minimum of 0.67 pounds +5 percent, and be a minimum of 18 inch2 in area. Steel Posts shall be 5 foot, 6 inches in length.
D. Clips: Standard metal fence post wire clips
E. Wood Brace Posts:
| 1. | Acceptable Wood Posts and Braces: Sound single-stem members. A slight bend in one plane is acceptable. Posts and brace rails may be full stem members, sawed members of square cross section, or split members (western red cedar only). Sawed members shall be 4 x 4 rough sawn. Minimum cross sectional area at the small end for split members shall be 10 in2. Wood posts shall be treated. |
| 2. | Basis for Rejection: Posts are not acceptable when sweep causes a straight line joining the center of the top to the center of the butt to fall outside the body of the post, or at a point 2 inches or more from the center of the post. Posts that are charred, twisted, rotted, or excessively bent are not acceptable. Seasoning checks, single or opposite each other with a sum total equal to or more than 1/2 the thickness of the post are not acceptable. |
| 3. | Wood posts shall be 7 feet in length x 6 inches diameter treated wood blunted/ pointed ends. Post can bet longer in length. |
F. Wood Line Posts:
| 1. | Acceptable Wood Posts and Braces: Sound single-stem members. A slight bend in one plane is acceptable. Posts and brace rails may be full stem members, sawed members of square cross section, or split members (western red cedar only). Sawed members shall be 4 x 4 rough sawn. Minimum cross-sectional area at the small end for split members shall be 10 in2. Wood line posts shall be treated. |
| 2. | Basis for Rejection: Posts are not acceptable when sweep causes a straight line joining the center of the top to the center of the butt to fall outside the body of the post, or at a point 2 inches or more from the center of the post. Posts that are charred, twisted, rotted, or excessively bent are not acceptable. Seasoning checks, single or opposite each other with a sum total equal to or more than 1/2 the thickness of the post are not acceptable. |
| 3. | Wood posts shall be 6 feet length x 4 inches diameter treated wood blunted/ pointed ends. Post can bet longer in length. |
G. Spikes:
1. 10-inch rink shanks: There are 140 panels total @ 4 per panel + 10% for droppage for a total of 515 spiles. Spikes should be twice the width of the post specified and they will be notched into the post one inch. Therefore, 6-inch post would require a minimum of 10-inch-long spikes.
H. Gate Openers:
1. Shall be Tru-Latch or equivalent. Example can be found at www.trucatchtraps.com/234-gate-latch
I. HDPE Construction Products:
1. For the application we are executing with the requested fencing materials, the HDPE construction products will not meet our current needs.
PART 3: MEASUREMENT AND PAYMENT
3.1 METHOD OF MEASUREMENT
A. Units: There will be no separate measurement for individual items of work done under this Contract.
3.2 BASIS OF PAYMENT
A. Payment: No direct payment for the work described under this section will be made. Consideration for this item shall be included in the bid price for other items of the Contract.
Pay Unit
Lump Sum with attached bid schedule.
END OF SECTION
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