140L5724Q0038_-_Attachment_006_-_SLFO_CattleGuard-Specifications.pdf

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Attached to
CCFO Cattle Guards & SLFO Cattle Guards Federal contract opportunity
Solicitation number
140L5724Q0038
Issued by
Department of the Interior Bureau of Land Management Utah Region

About this file

This document contains the specifications for the procurement of 8-foot cattle guards and concrete bases for the Salt Lake Field Office (SLFO) of the Bureau of Land Management (BLM) in Utah. The required items include all-steel cattle guards with HS-20 loading, painted yellow, along with pre-cast concrete bases. The document outlines the scope of work, product descriptions, relevant ASTM and AWS standards, fabrication and quality assurance requirements, and delivery instructions. The related federal contract opportunity, solicitation number 140L5724Q0038, is a request for quotation (RFQ) set aside for small businesses under NAICS code 332312. The RFQ is for the procurement of 14-foot cattle guards for the Cedar City Field Office and 8-foot cattle guards for the SLFO, with responses due by July 9, 2024.

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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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