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SCHEDULE OF ITEMS -CHEQUAMEGON-NICOLET NATIONAL FOREST
Contractors will indicate which zone(s) they are interested in providing coverage. Indicate in the table below by placing an “X” next to the Zone(s) in which you would like to provide quotations and to which you are willing to travel for work. Then fill in further below the SOI(s) for each of the 5 ordering periods of each zone selected.
| Zone |
| Mark “X” below if interested and willing to provide coverage. |
Chequamegon (WEST SIDE)
Nicolet (EAST SIDE)
SCHEDULE OF ITEMS – WEST SIDE (CHEQUAMEGON)
(including the counties of Ashland, Bayfield, Sawyer, Taylor, and Price)
Base Ordering Period (date of contract thru 12/31/2025)
Item #
Description
Unit
| Quantity of 1000-5000 CY per Site |
| Quantity of 5001-10,000 CY per Site |
| Quantity of over 10,000 CY per Site |
| 1 |
| Crush and stockpile estimated quantity of Surfacing Gradation “U” material. |
CY
| 2 |
| Crush and stockpile estimated quantity of Surfacing Gradation “U modified” material. |
| 3 |
| Crush and stockpile estimated quantity of Subbase Gradation “A” material. |
| 4 |
| Crush and stockpile estimated quantity of Subbase Gradation “F” material. |
| 5 |
| Crush and stockpile estimated quantity of Breaker Run Gradation “R” material. |
| 6 |
| Crush and stockpile estimated quantity of “culvert bedding” material. |
| 7 |
| Crush and stockpile estimated quantity of Rip Rap Class 1 (modified). |
| 8 |
| Pit Development (including clearing and grubbing) |
| AC |
| ( |
CY = CUBIC YARD
AC = ACRE
LS = LUMP SUM
EA = EACH
| 10 |
| Restoration of current working face and pit floor |
| LS |
| 11 |
| Seeding (if necessary) |
| AC |
| 12 |
| Submit Quality Assurance |
Test Reports
EA
Mobilization Costs* (based upon radial distance from home base, or project site to project site)
LS
| 0-75 mile radius |
| >75 but ≤ 150 mile radius |
| >150 mile radius |
*For task orders that involve successive moves to additional project sites, and thus multiple mobilization costs, Mobilization Costs shall be calculated as such:
· The initial mobilization shall be calculated on the radial distance from the Contractor’s home base to the nearest project site (project site = FS gravel pit).
· All subsequent mobilization costs shall be calculated on the radial distance from the initial project site to the nearest subsequent project site and so forth until the task order is complete.
Ordering Period 1 (1/1/2026 thru 12/31/2026)
| Quantity of 1000-5000 CY per Site |
| Quantity of 5001-10,000 CY per Site |
| Quantity of over 10,000 CY per Site |
| 1 |
| Crush and stockpile estimated quantity of Surfacing Gradation “U” material. |
| 2 |
| Crush and stockpile estimated quantity of Surfacing Gradation “U modified” material. |
| 3 |
| Crush and stockpile estimated quantity of Subbase Gradation “A” material. |
| 4 |
| Crush and stockpile estimated quantity of Subbase Gradation “F” material. |
| 5 |
| Crush and stockpile estimated quantity of Breaker Run Gradation “R” material. |
| 6 |
| Crush and stockpile estimated quantity of “culvert bedding” material. |
| 7 |
| Crush and stockpile estimated quantity of Rip Rap Class 1 (modified). |
| 8 |
| Pit Development (including clearing and grubbing) |
| AC |
| ( |
CY = CUBIC YARD
AC = ACRE
LS = LUMP SUM
EA = EACH
| 10 |
| Restoration of current working face and pit floor |
| LS |
| 11 |
| Seeding (if necessary) |
| AC |
| 12 |
| Submit Quality Assurance |
Mobilization Costs* (based upon radial distance from home base, or project site to project site)
LS
| 0-75 mile radius |
| >75 but ≤ 150 mile radius |
| >150 mile radius |
*For task orders that involve successive moves to additional project sites, and thus multiple mobilization costs, Mobilization Costs shall be calculated as such:
· The initial mobilization shall be calculated on the radial distance from the Contractor’s home base to the nearest project site (project site = FS gravel pit).
· All subsequent mobilization costs shall be calculated on the radial distance from the initial project site to the nearest subsequent project site and so forth until the task order is complete.
Ordering Period 2 (1/1/2027 thru 12/31/2027)
| Quantity of 1000-5000 CY per Site |
| Quantity of 5001-10,000 CY per Site |
| Quantity of over 10,000 CY per Site |
| 1 |
| Crush and stockpile estimated quantity of Surfacing Gradation “U” material. |
| 2 |
| Crush and stockpile estimated quantity of Surfacing Gradation “U modified” material. |
| 3 |
| Crush and stockpile estimated quantity of Subbase Gradation “A” material. |
| 4 |
| Crush and stockpile estimated quantity of Subbase Gradation “F” material. |
| 5 |
| Crush and stockpile estimated quantity of Breaker Run Gradation “R” material. |
| 6 |
| Crush and stockpile estimated quantity of “culvert bedding” material. |
| 7 |
| Crush and stockpile estimated quantity of Rip Rap Class 1 (modified). |
| 8 |
| Pit Development (including clearing and grubbing) |
| AC |
| ( |
CY = CUBIC YARD
AC = ACRE
LS = LUMP SUM
EA = EACH
| 10 |
| Restoration of current working face and pit floor |
| LS |
| 11 |
| Seeding (if necessary) |
| AC |
| 12 |
| Submit Quality Assurance |
Mobilization Costs* (based upon radial distance from home base, or project site to project site)
LS
| 0-75 mile radius |
| >75 but ≤ 150 mile radius |
| >150 mile radius |
*For task orders that involve successive moves to additional project sites, and thus multiple mobilization costs, Mobilization Costs shall be calculated as such:
· The initial mobilization shall be calculated on the radial distance from the Contractor’s home base to the nearest project site (project site = FS gravel pit).
· All subsequent mobilization costs shall be calculated on the radial distance from the initial project site to the nearest subsequent project site and so forth until the task order is complete.
Ordering Period 3 (1/1/2028 thru 12/31/2028)
| Quantity of 1000-5000 CY per Site |
| Quantity of 5001-10,000 CY per Site |
| Quantity of over 10,000 CY per Site |
| 1 |
| Crush and stockpile estimated quantity of Surfacing Gradation “U” material. |
| 2 |
| Crush and stockpile estimated quantity of Surfacing Gradation “U modified” material. |
| 3 |
| Crush and stockpile estimated quantity of Subbase Gradation “A” material. |
| 4 |
| Crush and stockpile estimated quantity of Subbase Gradation “F” material. |
| 5 |
| Crush and stockpile estimated quantity of Breaker Run Gradation “R” material. |
| 6 |
| Crush and stockpile estimated quantity of “culvert bedding” material. |
| 7 |
| Crush and stockpile estimated quantity of Rip Rap Class 1 (modified). |
| 8 |
| Pit Development (including clearing and grubbing) |
| AC |
| ( |
CY = CUBIC YARD
AC = ACRE
LS = LUMP SUM
EA = EACH
| 10 |
| Restoration of current working face and pit floor |
| LS |
| 11 |
| Seeding (if necessary) |
| AC |
| 12 |
| Submit Quality Assurance |
Mobilization Costs* (based upon radial distance from home base, or project site to project site)
LS
| 0-75 mile radius |
| >75 but ≤ 150 mile radius |
| >150 mile radius |
*For task orders that involve successive moves to additional project sites, and thus multiple mobilization costs, Mobilization Costs shall be calculated as such:
· The initial mobilization shall be calculated on the radial distance from the Contractor’s home base to the nearest project site (project site = FS gravel pit).
· All subsequent mobilization costs shall be calculated on the radial distance from the initial project site to the nearest subsequent project site and so forth until the task order is complete.
Ordering Period 4 (1/1/2029 thru 12/31/2029)
| Quantity of 1000-5000 CY per Site |
| Quantity of 5001-10,000 CY per Site |
| Quantity of over 10,000 CY per Site |
| 1 |
| Crush and stockpile estimated quantity of Surfacing Gradation “U” material. |
| 2 |
| Crush and stockpile estimated quantity of Surfacing Gradation “U modified” material. |
| 3 |
| Crush and stockpile estimated quantity of Subbase Gradation “A” material. |
| 4 |
| Crush and stockpile estimated quantity of Subbase Gradation “F” material. |
| 5 |
| Crush and stockpile estimated quantity of Breaker Run Gradation “R” material. |
| 6 |
| Crush and stockpile estimated quantity of “culvert bedding” material. |
| 7 |
| Crush and stockpile estimated quantity of Rip Rap Class 1 (modified). |
| 8 |
| Pit Development (including clearing and grubbing) |
| AC |
| ( |
CY = CUBIC YARD
AC = ACRE
LS = LUMP SUM
EA = EACH
| 10 |
| Restoration of current working face and pit floor |
| LS |
| 11 |
| Seeding (if necessary) |
| AC |
| 12 |
| Submit Quality Assurance |
Mobilization Costs* (based upon radial distance from home base, or project site to project site)
LS
| 0-75 mile radius |
| >75 but ≤ 150 mile radius |
| >150 mile radius |
*For task orders that involve successive moves to additional project sites, and thus multiple mobilization costs, Mobilization Costs shall be calculated as such:
· The initial mobilization shall be calculated on the radial distance from the Contractor’s home base to the nearest project site (project site = FS gravel pit).
· All subsequent mobilization costs shall be calculated on the radial distance from the initial project site to the nearest subsequent project site and so forth until the task order is complete.
EAST SIDE
SCHEDULE OF ITEMS – EAST SIDE (NICOLET)
(including the counties of Florence, Vilas, Oneida, Oconto, Langlade, and Forest)
Base Ordering Period (date of contract thru 12/31/2025)
| Quantity of 1000-5000 CY per Site |
| Quantity of 5001-10,000 CY per Site |
| Quantity of over 10,000 CY per Site |
| 1 |
| Crush and stockpile estimated quantity of Surfacing Gradation “U” material. |
| 2 |
| Crush and stockpile estimated quantity of Surfacing Gradation “U modified” material. |
| 3 |
| Crush and stockpile estimated quantity of Subbase Gradation “A” material. |
| 4 |
| Crush and stockpile estimated quantity of Subbase Gradation “F” material. |
| 5 |
| Crush and stockpile estimated quantity of Breaker Run Gradation “R” material. |
| 6 |
| Crush and stockpile estimated quantity of “culvert bedding” material. |
| 7 |
| Crush and stockpile estimated quantity of Rip Rap Class 1 (modified). |
| 8 |
| Pit Development (including clearing and grubbing) |
| AC |
| ( |
CY = CUBIC YARD
AC = ACRE
LS = LUMP SUM
EA = EACH
| 10 |
| Restoration of current working face and pit floor |
| LS |
| 11 |
| Seeding (if necessary) |
| AC |
| 12 |
| Submit Quality Assurance |
Mobilization Costs* (based upon radial distance from home base, or project site to project site)
LS
| 0-75 mile radius |
| >75 but ≤ 150 mile radius |
| >150 mile radius |
*For task orders that involve successive moves to additional project sites, and thus multiple mobilization costs, Mobilization Costs shall be calculated as such:
· The initial mobilization shall be calculated on the radial distance from the Contractor’s home base to the nearest project site (project site = FS gravel pit).
· All subsequent mobilization costs shall be calculated on the radial distance from the initial project site to the nearest subsequent project site and so forth until the task order is complete.
SCHEDULE OF ITEMS – EAST SIDE (NICOLET)
Ordering Period 1 (1/1/2026 thru 12/31/2026)
| Quantity of 1000-5000 CY per Site |
| Quantity of 5001-10,000 CY per Site |
| Quantity of over 10,000 CY per Site |
| 1 |
| Crush and stockpile estimated quantity of Surfacing Gradation “U” material. |
| 2 |
| Crush and stockpile estimated quantity of Surfacing Gradation “U modified” material. |
| 3 |
| Crush and stockpile estimated quantity of Subbase Gradation “A” material. |
| 4 |
| Crush and stockpile estimated quantity of Subbase Gradation “F” material. |
| 5 |
| Crush and stockpile estimated quantity of Breaker Run Gradation “R” material. |
| 6 |
| Crush and stockpile estimated quantity of “culvert bedding” material. |
| 7 |
| Crush and stockpile estimated quantity of Rip Rap Class 1 (modified). |
| 8 |
| Pit Development (including clearing and grubbing) |
| AC |
| ( |
CY = CUBIC YARD
AC = ACRE
LS = LUMP SUM
EA = EACH
| 10 |
| Restoration of current working face and pit floor |
| LS |
| 11 |
| Seeding (if necessary) |
| AC |
| 12 |
| Submit Quality Assurance |
Mobilization Costs* (based upon radial distance from home base, or project site to project site)
LS
| 0-75 mile radius |
| >75 but ≤ 150 mile radius |
| >150 mile radius |
*For task orders that involve successive moves to additional project sites, and thus multiple mobilization costs, Mobilization Costs shall be calculated as such:
· The initial mobilization shall be calculated on the radial distance from the Contractor’s home base to the nearest project site (project site = FS gravel pit).
· All subsequent mobilization costs shall be calculated on the radial distance from the initial project site to the nearest subsequent project site and so forth until the task order is complete.
SCHEDULE OF ITEMS – EAST SIDE (NICOLET)
Ordering Period 2 (1/1/2027 thru 12/31/2027)
| Quantity of 1000-5000 CY per Site |
| Quantity of 5001-10,000 CY per Site |
| Quantity of over 10,000 CY per Site |
| 1 |
| Crush and stockpile estimated quantity of Surfacing Gradation “U” material. |
| 2 |
| Crush and stockpile estimated quantity of Surfacing Gradation “U modified” material. |
| 3 |
| Crush and stockpile estimated quantity of Subbase Gradation “A” material. |
| 4 |
| Crush and stockpile estimated quantity of Subbase Gradation “F” material. |
| 5 |
| Crush and stockpile estimated quantity of Breaker Run Gradation “R” material. |
| 6 |
| Crush and stockpile estimated quantity of “culvert bedding” material. |
| 7 |
| Crush and stockpile estimated quantity of Rip Rap Class 1 (modified). |
| 8 |
| Pit Development (including clearing and grubbing) |
| AC |
| ( |
CY = CUBIC YARD
AC = ACRE
LS = LUMP SUM
EA = EACH
| 10 |
| Restoration of current working face and pit floor |
| LS |
| 11 |
| Seeding (if necessary) |
| AC |
| 12 |
| Submit Quality Assurance |
Mobilization Costs* (based upon radial distance from home base, or project site to project site)
LS
| 0-75 mile radius |
| >75 but ≤ 150 mile radius |
| >150 mile radius |
*For task orders that involve successive moves to additional project sites, and thus multiple mobilization costs, Mobilization Costs shall be calculated as such:
· The initial mobilization shall be calculated on the radial distance from the Contractor’s home base to the nearest project site (project site = FS gravel pit).
· All subsequent mobilization costs shall be calculated on the radial distance from the initial project site to the nearest subsequent project site and so forth until the task order is complete.
Ordering Period 3 (1/1/2028 thru 12/31/2028)
| Quantity of 1000-5000 CY per Site |
| Quantity of 5001-10,000 CY per Site |
| Quantity of over 10,000 CY per Site |
| 1 |
| Crush and stockpile estimated quantity of Surfacing Gradation “U” material. |
| 2 |
| Crush and stockpile estimated quantity of Surfacing Gradation “U modified” material. |
| 3 |
| Crush and stockpile estimated quantity of Subbase Gradation “A” material. |
| 4 |
| Crush and stockpile estimated quantity of Subbase Gradation “F” material. |
| 5 |
| Crush and stockpile estimated quantity of Breaker Run Gradation “R” material. |
| 6 |
| Crush and stockpile estimated quantity of “culvert bedding” material. |
| 7 |
| Crush and stockpile estimated quantity of Rip Rap Class 1 (modified). |
| 8 |
| Pit Development (including clearing and grubbing) |
| AC |
| ( |
CY = CUBIC YARD
AC = ACRE
LS = LUMP SUM
EA = EACH
| 10 |
| Restoration of current working face and pit floor |
| LS |
| 11 |
| Seeding (if necessary) |
| AC |
| 12 |
| Submit Quality Assurance |
Mobilization Costs* (based upon radial distance from home base, or project site to project site)
LS
| 0-75 mile radius |
| >75 but ≤ 150 mile radius |
| >150 mile radius |
*For task orders that involve successive moves to additional project sites, and thus multiple mobilization costs, Mobilization Costs shall be calculated as such:
· The initial mobilization shall be calculated on the radial distance from the Contractor’s home base to the nearest project site (project site = FS gravel pit).
· All subsequent mobilization costs shall be calculated on the radial distance from the initial project site to the nearest subsequent project site and so forth until the task order is complete.
Ordering Period 4 (1/1/2029 thru 12/31/2029)
| Quantity of 1000-5000 CY per Site |
| Quantity of 5001-10,000 CY per Site |
| Quantity of over 10,000 CY per Site |
| 1 |
| Crush and stockpile estimated quantity of Surfacing Gradation “U” material. |
| 2 |
| Crush and stockpile estimated quantity of Surfacing Gradation “U modified” material. |
| 3 |
| Crush and stockpile estimated quantity of Subbase Gradation “A” material. |
| 4 |
| Crush and stockpile estimated quantity of Subbase Gradation “F” material. |
| 5 |
| Crush and stockpile estimated quantity of Breaker Run Gradation “R” material. |
| 6 |
| Crush and stockpile estimated quantity of “culvert bedding” material. |
| 7 |
| Crush and stockpile estimated quantity of Rip Rap Class 1 (modified). |
| 8 |
| Pit Development (including clearing and grubbing) |
| AC |
| ( |
CY = CUBIC YARD
AC = ACRE
LS = LUMP SUM
EA = EACH
| 10 |
| Restoration of current working face and pit floor |
| LS |
| 11 |
| Seeding (if necessary) |
| AC |
| 12 |
| Submit Quality Assurance |
Mobilization Costs* (based upon radial distance from home base, or project site to project site)
LS
| 0-75 mile radius |
| >75 but ≤ 150 mile radius |
| >150 mile radius |
*For task orders that involve successive moves to additional project sites, and thus multiple mobilization costs, Mobilization Costs shall be calculated as such:
· The initial mobilization shall be calculated on the radial distance from the Contractor’s home base to the nearest project site (project site = FS gravel pit).
· All subsequent mobilization costs shall be calculated on the radial distance from the initial project site to the nearest subsequent project site and so forth until the task order is complete.
Department of Agriculture Forest Service