Exhibit_B_-_Road_Improvment_and_Maintenance_Specificaions.pdf

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Attached to
BUCK WILD STEWARDSHIP PROJECT Federal contract opportunity
Solicitation number
140L0625Q0020
Issued by
Department of the Interior Bureau of Land Management National Office

About this file

This document is an Exhibit B detailing road maintenance and improvement specifications for the Buck Wild Stewardship Project, issued by the Department of Interior Bureau of Land Management under Solicitation No. 140L0625Q0020. The specifications cover road work across approximately 23 miles of roads, including maintenance, improvement, and brushing activities on various named roads such as Gold Blanchard, Gold Creek, Albert Road, and several identified roads labeled IB1-IB4 and M1-M4.

The specifications outline detailed requirements for road maintenance, including pre-haul blading, drainage maintenance, culvert clearing, and post-hauling grading. Additional work includes roadside brushing to clear brush and sub-merchantable trees, improving sight distances, and managing slash. Specific additional tasks involve replacing bridge running boards at the 7 Mile bridge on Gold Creek Road and improving road dips. The contractor must perform all work to the satisfaction of the Authorized Officer, with the Forest Officer providing ground-level guidance and requiring notification at least three days prior to road construction or improvement work.

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UNITED STATES

DEPARTMENT OF INTERIOR

BUREAU OF LAND MANAGEMENT

EXHIBIT B

SOLICITATION NO. 140L0625Q0020

ROAD MAINTENANCE / IMPROVEMENT SPECIFICATIONS

SALE NAME: --- Buck Wild Stewardship

Required Road Work by Road: Exhibit B Table 1

ROAD NAME ROAD WORK

REQUIRED

APPROX. LENGTH

MILES

Gold Blanchard Maintenance 0.9

Gold Creek Maintenance 2 lanes 8.2

Albert Road Maintenance 1.9

IB1 Improvement and Brush 1.0

IB2 Improvement and Brush 0.2

IB3 Improvement and Brush 0.05

IB4 Improvement and Brush 0.2

M1 Maintenance 2.0

M2 Maintenance 0.7

M3 Maintenance 0.6

M4 Maintenance 0.2

MC1 Maintenance Commensurate with Use

3.0

MC2 Maintenance Commensurate with Use

3.9

MC3 Maintenance Commensurate with Use

0.2

TOTAL 23.0

Required Road Work by Type: Exhibit B Table 2

ROAD WORK TYPE AMOUNT

Improvement and Brushing 1.4 MILES

Maintenance 6.3 MILES

Maintenance 2 Lanes 8.2 MILES

Maintenance Commensurate with Use 7.1 MILES

Total 23.0 MILES

Other Required Work by Type: Exhibit B Table 3

All points listed in Table 3 will be identified on the ground by the Forest Officer prior to construction, and at the request of the purchaser. Forest Officer must be notified at least three (3) days prior to all road construction / improvement work. All road work shall be done to the satisfaction of, and upon completion shall be approved in writing by, the Authorized Officer.

WORK TYPE LOCATION

Replace Bridge Running

Boards, Improve Dips

7 Mile bridge on Gold Creek Road

Plow Parking Lot 7 Mile on Gold Creek Road

A. ROAD MAINTENANCE SPECIFICATIONS:

1. The Purchaser shall maintain drainage and pre-haul blade portions of approximately

15.9 miles of existing road as indicated Exhibit B Table 1 (Maintenance, Maintenance

2 lanes, and Improvement and Brush). Drainage dips, culverts and rubber flappers shall be maintained as described in Exhibit B-1 of this contract.

2. Pre-haul blading will reshape the existing road, re-establishing ditches where present, and in-sloping and out-sloping the existing road to provide drainage.

3. Culvert maintenance will include clearing ditches, catch basins and outlets as needed to maintain proper function. All haul roads will meet MT BMP for Forestry prior to log hauling.

4. Turn outs, J-holes and turn around points will be cleared and maintained at Forest

Officer’s direction.

5. Post hauling grading will be required prior to contract termination.

6. All road maintenance work shall be done to the satisfaction of, and upon completion shall be approved in writing by, the Authorized Officer.

B. IMPROVEMENT AND BRUSHING SPECIFICATIONS

1. All items described in Attachment B, Section A ROAD MAINTENANCE

SPECIFICAITONS will be performed.

2. Roadside brushing will clear all brush and sub-merchantable (0-8” DBH) trees and limb up trees >8” DBH from within the first 15’ of the cut slope and first 5’ of the fills slope when measure from the roadway to establish site distance and safe driving conditions.

3. Trees >8” DBH which are within the road or otherwise must be removed to facilitate road blading, or safe travel including sight distance will be designated for removal by the Forest Officer and will be hauled as the appropriate product as describe in Section

C.

4. Slash generated during brushing will be lopped and scattered below the fill slope until target slash loading as defined is Section C is achieved. Once target slash loading is achieved, slash will be piled for burning in locations designated by the Forest Officer.

5. Rolling Drain Dips will be improved and/ or constructed at an interval of 1000’ or as directed by the Forest Officer.

6. Clearing of all ingrowth into the running surface as well as clearing limits will include removal of stumps and root balls from the running surface.

7. Grubbing will be accomplished using a tracked excavator or backhoe as approved by the Authorized Officer.

C. MAINENANCE 2 LANES SPECIFICATIONS

1. All items described in Attachment B, Section A ROAD MAINTENANCE

SPECIFICAITONS will be performed.

2. The full running surface of the road will be maintained, average width of 24’.

D. REPLACE BRIDGE RUNNING BOARDS, IMPROVE DIPS SPECIFICATIONS

1. All items described in Attachment B, Section A ROAD MAINTENANCE

SPECIFICAITONS will be performed.

2. Clear bridge decking of all accumulated soil and vegetation.

3. Improve dips on each side of bridge to direct water off road prior to bridge.

4. Reshape crown of road between dips and bridge to shed and direct water off the road rather than onto the bridge surface.

5. Remove and dispose of current bridge running boards.

6. Replace bridge running boards with 2x12 roughcut DF lumber. Lumber provided by contractor

7. Individual plank lengths shall be 8 feet or longer. Stagger plank ends at least 3 feet between each row.

8. Use ¼ inch Ring Shank Nails. Nails shall be a minimum 6 inches long

9. Pre-drill holes in planks to prevent splitting.

ATTACHED DIAGRAMS:

All new road construction shall be constructed according to applicable specifications on the following diagrams:

Exhibit B-1: Road Construction Specifications (3 pages)

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