A06_-_CattleGuard-Specifications.pdf
PDF 159 KB Posted
- Attached to
- IRA - SLFO Cattle Guards Federal contract opportunity
- Solicitation number
- 140L5724Q0019
About this file
This document provides specifications for cattle guards to be procured by the Bureau of Land Management's Salt Lake Field Office. The specifications require furnishing and delivering 8-foot steel cattle guards and concrete bases painted yellow, along with yellow painted cattle guard wings. Products must meet standards for structural steel, welding, coatings, and other materials. Submissions are due by March 4, 2024 at 3:00pm MDT and the solicitation is set aside for small businesses under NAICS code 332312 with a size standard of 500 employees. The related federal contract opportunity is solicitation number 140L5724Q0019 for cattle guards issued by the Department of the Interior Bureau of Land Management Utah Region. Questions regarding this requirement are due by February 16, 2024.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| Amendment_0001_140L5724Q0019_Attachment_01_Drawing_0001.pdf | ||
| Sol_140L5724Q0019_Amd_0001.pdf | ||
| Amendment_0001_140L5724Q0019_Attachment_02_Q_A_0001.pdf | ||
| A06_-_323153-7_Cattle_Guard_Foundation_(Precast_Concrete).pdf | ||
| Sol_140L5724Q0019.pdf | ||
| A06_-_Cattle_Guard_Plans.pdf |
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Text version
Salt Lake Field Office - Cattle Guard Specifications
PART 1: GENERAL
A. Scope of Work – furnish and deliver livestock pipe.
Ship all items identified in the schedule below to, BLM, Randolph Field Station, 190 N 100 W, Randolph, UT 84064
B. Description
8’ Cattle Guard
a. All Steel Cattle Guard
b. HS-20 Loading
c. 8’ X 8’ X 8”
d. Painted Yellow
Concrete Bases
a. 8’ X 23” (Tall) X 11” (Step)
b. Pre-Cast Cattle Guard Bases
Cattle Guard Wings
a. Include hex bolts and nuts (to attach to cattle guards)
b. Painted Yellow
PART 2: SPECIFICATIONS
• American Society for Testing and Materials:
ASTM A 3689 Structural Steel
ASTM A 53 REV A89 Pipe, Steel, Black and HotDipped, Zinc-Coated, Welded and Seamless
ASTM A 123 REV A-89 Zinc (HotDip Galvanized) Coatings on Iron and Steel Products
ASTM A 15382 Zinc Coating (Hot-Dip) on Iron and Steel Hardware (R 1987)
ASTM A 24289 HighStrength LowAlloy Structural Steel
ASTM A 307 REV A-88 Carbon Steel Bolts and Studs, 60,000 psi Tensile Strength
ASTM A 50084 ColdFormed Welded and Seamless Carbon Steel Structural Tubing in Rounds and
Shapes
ASTM A 50189 HotFormed Welded and Seamless Carbon Steel Structural Tubing
ASTM A 572 High-Strength Low-Alloy Columbirum-Vanadium Structural Steel
ASTM A 972 Fusion Bonded Epoxy-Coated Pipe Piles
• American Welding Society:
AWS B1.10-86 Guide for Nondestructive Inspection of Welds
AWS D1.188 Structural Welding Code Steel
AWS WI-80 Welding Inspection
• Federal Standard:
Federal Safety Yellow or match color no. 13655, FS 595
• Society of Automotive Engineers:
SAE-J 429-83 Mechanical and Material Requirements for Externally Threaded Fasteners
• Steel Structures Painting Council:
SSPCSP685 Commercial Blast Cleaning minimum
• U.S. Department of Transportation, Federal Highway Administration:
MUTCD-2009 Manual on Uniform Traffic Control Devices, for Streets and Highways
SUBMITTALS:
A. Manufacturer's Literature: Submit 1 copy of the manufacturer's descriptive data including design data and drawings for cattle guard grids.
QUALITY ASSURANCE:
A. Welder Qualifications: As a minimum, the welder shall meet the qualifications for: Electrodes up to and including E 7018; Steel thickness 1/8- to 3/8-inch; fillet, groove, low-hydrogen welding;
or meet code qualifications for structural plate and rolled structural shapes.
PRODUCTS and MATERIALS:
A. Cattle Guard Grids: Shall be constructed of materials as shown on the drawings and described in these specifications. Design loading of grids shall conform to AASHTO HS-20 or HL-93, and dimensions shall be as shown on the drawings and the Work Data Sheet.
1. New material shall be used in the fabrication of cattle guards.
2. Welding shall be accomplished with AWS E 7018 electrodes.
3. Hotrolled structural steel sections shall conform to ASTM A 36.
4. Coldformed rails shall conform to ASTM A 242. This type rail shall be welded with E 7015 or E 7016 electrodes.
5. Structural tube sections shall conform to ASTM A 500, Grade B.
6. Steel pipe shall conform to ASTM A 53, Schedule 80 or ASTM A 501.
7. Connectors, bolts and nuts shall be zinc plated and conform to ASTM A 307, or SAE Grade 8, according to SAE J 429.
8. Anchor clips shall be shop welded.
9. Parts required to be galvanized shall be treated according to ASTM A 123 for steel shapes and
ASTM A 153 for fasteners. The following components shall be furnished galvanized: nuts, bolts and washers.
B. End Wings: Shall be as shown on the drawings.
FABRICATION:
A. Steel Cattle Guard Grids: Steel grids shall be allwelded construction. Welds shall be secure and complete along both edges of cross pieces and at joints in the frame and shall conform to AWS
D1.1. Welding shall be performed according to a welding procedure specification (See AWS
D1.1) which has been approved by the Contracting Officer.
B. Paint: Structural steel shall be cleaned according to SSPC SP6, Commercial Blast Cleaning.
Cattle guard grids and end wings shall each receive a prime and finish coat. The prime coat shall be a lead free, zinc-rich, rustinhibitive alkyd metal primer. Minimum thickness shall be 1-1/2 mils dryfilm thickness (DFT). The finish coat shall be an oil alkyd-enamel, gloss paint.
Minimum thickness shall be 3 mils DFT, applied in two applications. Color shall be Federal
Safety Yellow or match color no. 13655, FS 595. Cattle guards shall be painted after fabrication.
SOURCE QUALITY CONTROL:
A. Plant Inspection: The contractor's manufacturing facility shall be open to the Contracting Officer during normal hours. There shall be a Contractor's Representative on the site to answer questions.
B. Material Marking: Material to be used in the fabrication process shall be labeled, marked, or otherwise segregated from differing material.
C. Weld Inspection: The quality of the weld shall be "acceptable" under the visual requirement of
AWS D1.1, AWS B1.10, and AWS WI, CH16. Unacceptable welds or defects in the welds as detected by visual inspection or by radiographic, penetrant dye, or magnetic particle techniques shall be repaired or removed and replaced by methods acceptable under the applicable AWS welding codes, or the entire piece may be rejected by the Contracting Officer. Repaired or replaced welds shall be re-inspected by the applicable nondestructive testing method.
D. Sandblast Inspection: The Contractor shall notify the Contracting Officer when and where the grids shall be sandblasted so that the Contracting Officer will arrange an inspection of the sandblasting quality prior to paint application.
PART 3: DELIVERY
Products shall be delivered to the following:
BLM Randolph Field Station
190 N 100 W
Randolph, UT 84064
Delivery shall occur between Monday – Thursday from 8am to 4:00 pm. No delivery will be accepted on
Holidays. Exact delivery date shall be coordinated with the BLM COR. Vendor shall provide at least 48 hours’ notice of delivery. BLM will have equipment to unload the delivery truck. Products must be packaged on pallets or with lifting points.
Primary Contact:
Brandon Neff
801 320-8300 Office
801 232-6289 Cell
Secondary Contact:
Jared Redington
801 320-8300 Office
801 712-3186 Cell
Salt Lake Field Office Front Desk
801-320-8300
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