Amendment One 12569R20Q0004.pdf

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Gravel Crushing Services IDIQ, Amendment 0002
Solicitation number
12569R20Q0004
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SCHEDULE OF ITEMS

CHEQUAMEGON-NICOLET NATIONAL FOREST

(including the counties of Ashland, Bayfield, Sawyer, Taylor, Price, Florence, Vilas, Oneida, Oconto, Langlade, and Forest) YEAR 1 (date of contract thru 12/31/2020)

Item # Description Unit

Quantity of 1000-5000 CY per Site

Quantity of 5001-10,000 CY per Site

Quantity of over 10,001 CY per Site

1 Crush and stockpile estimated quantity of Surfacing Gradation “U” material.

CY

2 Crush and stockpile estimated quantity of Subbase Gradation “A” material.

CY

3 Crush and stockpile estimated quantity of Breaker Run Gradation “R” material.

CY

4 Crush and stockpile estimated quantity of “Culvert Bedding” material.

CY

5 Pit Development (including clearing and grubbing)

AC

5a Reject Material CY 6a Pit Restoration LS 6b Seeding (if necessary) AC 8 Submit Quality Assurance

Test Reports

EA

8 Test Holes EA

9 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.

CHEQUAMEGON-NICOLET NATIONAL FOREST

(including the counties of Ashland, Bayfield, Sawyer, Taylor, Price, Florence, Vilas, Oneida, Oconto, Langlade, and Forest) YEAR 2 (1/01/2021 through 12/31/2021)

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 gradation “U” material.

CY

2 Crush and stockpile estimated quantity of Subbase Gradation “A” material.

CY

3 Crush and stockpile estimated quantity of Breaker Run Gradation “R” material.

CY

4 Crush and stockpile estimated quantity of “Culvert Bedding” material.

CY

5 Pit Development (including clearing and grubbing)

AC

5a Reject Material CY 6a Pit Restoration LS 6b Seeding (if necessary) AC 8 Submit Quality Assurance

Test Reports

EA

8 Test Holes 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

(including the counties of Ashland, Bayfield, Sawyer, Taylor, Price, Florence, Vilas, Oneida, Oconto, Langlade, and Forest) YEAR 3 (1/01/2022 through 12/31/2022)

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 gradation “U” material.

CY

2 Crush and stockpile estimated quantity of Subbase Gradation “A” material.

CY

3 Crush and stockpile estimated quantity of Breaker Run Gradation “R” material.

CY

4 Crush and stockpile estimated quantity of “Culvert Bedding” material.

CY

5 Pit Development (including clearing and grubbing)

AC

5a Reject Material CY 6a Pit Restoration LS 6b Seeding (if necessary) AC 8 Submit Quality Assurance

Test Reports 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

(including the counties of Ashland, Bayfield, Sawyer, Taylor, Price, Florence, Vilas, Oneida, Oconto, Langlade, and Forest) YEAR 4 (1/01/2023 through 12/31/2023)

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 gradation “U” material.

CY

2 Crush and stockpile estimated quantity of Subbase Gradation “A” material.

CY

3 Crush and stockpile estimated quantity of Breaker Run Gradation “R” material.

CY

4 Crush and stockpile estimated quantity of “Culvert Bedding” material.

CY

5 Pit Development (including clearing and grubbing)

AC

5a Reject Material CY 6a Pit Restoration LS 6b Seeding (if necessary) AC 8 Submit Quality Assurance

Test Reports 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

(including the counties of Ashland, Bayfield, Sawyer, Taylor, Price, Florence, Vilas, Oneida, Oconto, Langlade, and Forest) YEAR 5 (1/01/2024 through 12/31/2024)

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 gradation “U” material.

CY

2 Crush and stockpile estimated quantity of Subbase Gradation “A” material.

CY

3 Crush and stockpile estimated quantity of Breaker Run Gradation “R” material.

CY

4 Crush and stockpile estimated quantity of “Culvert Bedding” material.

CY

5 Pit Development (including clearing and grubbing)

AC

5a Reject Material CY 6a Pit Restoration LS 6b Seeding (if necessary) AC 8 Submit Quality Assurance

Test Reports 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

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