C04 Attachment 1 Timber Temp Bridges Specs.pdf

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EN Timber Temp Bridges
Solicitation number
12444126Q0044
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This is a Description of Requirement for a portable temporary logging bridge to be delivered to the USDA Forest Service, Enoree Ranger District, located at 20 Work Center Road, Whitmire, SC 29178 (requisition number 1172187). The bridge will be used to access timber harvest areas and support natural resource management activities on the ranger district.

The bridge must meet nine technical specifications: a 40-foot total span length with a minimum 12-foot total width; all-metal construction; modular panel design with individual panels weighing no more than 7,200 pounds, including hardware for panel connections (the bridge may consist of more or fewer than the three panels shown in the example, provided each panel remains under the weight limit and the assembled bridge achieves minimum 12-foot width); attachment points or hoist links for loading and unloading; a minimum 70,000-pound rating per axle and 100,000-pound rating per vehicle (with engineered weight certification); minimum ¼-inch steel top and bottom plates or equivalent strength materials; and side rails approximately 12 inches high on the outer two panels to prevent tires from driving off the bridge edge. The requirement document does not specify response dates, award dates, pricing terms, set-asides, or contract vehicle information.

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C05 Combined Synopsis Solicitation.pdf PDF
C04 12444126Q0044 SF1449.pdf PDF
C05 12444126Q0044 SF30.pdf PDF

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PORTABLE TEMPORARY LOGGING BRIDGE - Enoree RANGER DISTRICT

USDA Forest Service requisition: 1172187

Description of Requirement (including a list of any attachments) Deliver portable temporary logging bridge within the period of performance to USDA Forest Service, 20 Work Center Road, Whitmire, SC 29178, meeting or exceeding the minimum requirements below. The bridge will be used to access timber harvest areas and for other natural resource management access as needed on the Enoree Ranger District.

Required Technical Specifications:

1. 40-foot total span length

2. Minimum 12-foot total width

3. All metal construction

4. Modular panel design to facilitate transport of bridge to site

a. Max weight 7,200 pounds per panel

b. Hardware included for connecting panels together

c. Example shows 3 panels; bridge can consist of more or fewer panels, provided each panel weighs less than 7,200 pounds and the assembled bridge has a minimum total width of 12 feet

5. Attachment points / hoist links or equivalent to facilitate loading/unloading

6. Minimum 70,000-pound rating per axle

7. Minimum 100,000-pound rating per vehicle (engineered weight certified)

8. Minimum ¼” steel top and bottom plates, or material and thickness providing equivalent strength

9. Side rails on outer two panels (approximately 12” high) to help prevent tires from driving off the edge

#1; 40 ft

#4; Modular Panels

#2; at least 12 ft

#3 - Metal

#9; Side Rails

File details come from the government source that posted it. Updated .