REVISED Attachment 1 - SOW_Briar Patch_070122.pdf

ATTACHEMNT 01 BRIAR PATCH ROAD MAINTENANCE 12444122R0003 AMENDMENT A00002

REVISED STATEMENT OF WORK DATED 7/1/2022

The Apalachicola National Forest needs Road Maintenance Services for multiple locations. The scope of work includes common road maintenance activities including the following: mobilization, soil erosion and pollution control, seed and fertilize, remove CMP and dispose of old culverts, install a 100’ Low Water Crossing, roadway aggregate compaction method 2, roadway reconditioning, installing (2)-32' x 28” x 20” culverts, installing (1) 32' x 42” x 29” culvert, and temporary traffic control.

The intent of this service contract is to provide for road maintenance of forest roads. The Contractor shall furnish all labor, supplies, tools, transportation and supervision necessary to recondition approximately 31 miles of National Forest Roads (NFR) as identified on the Briar Patch Road Maintenance Overview of Project Map (see Map on page 2). The Contractor shall assume all risk, loss, damage or expense arising out of the prosecution of the work.

The following roads are priority roads and will be completed FIRST:

Woods Road (WR) #2, WR #3, WR #4, NFR 115, NFR 115-H, NFR 115-K, NFR 115-W, NFR 171, NFR 171-A, NFR 171-B, NFR 171-C, NFR 171-D, NFR 171-F, and NFR 171-H will be priority roads for this contract.

They must be completed first.

The following roads will be completed after the priority roads are completed:

WR #1, NFR 115-A, NFR 115-B, NFR 115-B1, NFR 115-B14, NFR 115-C, NFR 115-C11, NFR 115-C12, NFR 115-C2, NFR 115-C3, NFR 115-G, NFR 115-L, NFR 115-M, NFR 115-N, NFR 115-T, NFR 115-U, NFR 115-V, NFR 115-Y, and NFR 179-J will be completed after the priority roads are completed.

BRIAR PATCH ROAD MAINTENANCE

Woods Road #1 - SINGLE LANE ROAD

Scope/Description of Reconditioning: Grade .11 miles of road from the intersection of NFR 115-T and Woods Road #1. Add 20 tons of limerock roadbase at 4” depth, as stationed by COR.

Pay Item Woods Road #1 - Complete .11 miles of road reconditioning using the following specifications:

Quantity MM UNIT

15713 Soil erosion and pollution control seed and fertilize 10’ each side of road (see notes on Sheet 13 OF 16 of the drawings/plans) 0.3 CQ AC

30208 Roadway aggregate (LIMEROCK roadbase), compaction method 2 (Compact each layer full width. Roll from the sides to the center, parallel to the centerline of the road. Along curbs, headers, walls, and places not accessible to the roller, compact the material with approved tampers or compactors.)

AQ

TON

30315 Roadway Reconditioning (This work consists of reconditioning ditches [includes cleaning culvert inlets and outlets], shoulders, roadbeds, aggregate surfaces, or the entire road), Compaction Method C (Use compression-type or vibratory rollers. Compact each layer of material full width to at least 95 percent of the maximum density).

.11

MI

63501 Temporary traffic control (This work consists of furnishing, installing, maintaining, relocating, and removing temporary traffic control devices for the control and protection of public traffic through the project).

CQ

LS

Woods Road #2 - SINGLE LANE ROAD*

Scope/Description of Reconditioning: Grade .29 miles of road from the intersection of NFR 171 and Woods Road #2. Add 80 tons of limerock roadbase at 4” depth as stationed by COR.

*PRIORITY ROADS THAT MUST BE COMPLETED FIRST.

Pay Item Woods Road #2 - Complete .29 miles of road reconditioning using

Quantity MM UNIT

15713 Soil erosion and pollution control seed and fertilize 10’ each side of road (see notes on Sheet 13 OF 16 of the drawings/plans) 0.7 CQ AC

30208 Roadway aggregate (LIMEROCK roadbase), compaction method 2 (Compact each layer full width. Roll from the sides to the center, parallel to the centerline of the road. Along curbs, headers, walls, ditches [includes cleaning culvert inlets and outlets], shoulders, roadbeds, aggregate surfaces, or the entire road), Compaction Method C (Use compression-type or vibratory rollers. Compact

.29 installing, maintaining, relocating, and removing temporary traffic

Woods Road #3 - SINGLE LANE ROAD*

Scope/Description of Reconditioning: Grade .10 miles of road from the intersection of NFR 171-F and Woods Road #3. Add 20 tons of limerock roadbase at 4” depth as stationed by COR.

Pay Item Woods Road #3 - Complete .10 miles of road reconditioning using

Quantity MM UNIT

15713 Soil erosion and pollution control seed and fertilize 10’ each side of road (see notes on Sheet 13 OF 16 of the drawings/plans) 0.2 CQ AC

30208 Roadway aggregate (LIMEROCK roadbase), compaction method 2 (Compact each layer full width. Roll from the sides to the center, parallel to the centerline of the road. Along curbs, headers, walls, ditches [includes cleaning culvert inlets and outlets], shoulders, roadbeds, aggregate surfaces, or the entire road), Compaction Method C (Use compression-type or vibratory rollers. Compact

.10 installing, maintaining, relocating, and removing temporary traffic

Woods Road #4 - SINGLE LANE ROAD*

Scope/Description of Reconditioning: Grade .18 miles of road from the intersection of NFR 171-F and Woods Road #4. Add 40 tons of limerock roadbase at 4” depth as stationed by COR.

Pay Item Woods Road #4 - Complete .18 miles of road reconditioning using

Quantity MM UNIT

15713 Soil erosion and pollution control seed and fertilize 10’ each side of road (see notes on Sheet 13 OF 16 of the drawings/plans) 0.4 CQ AC

30208 Roadway aggregate (LIMEROCK roadbase), compaction method 2 (Compact each layer full width. Roll from the sides to the center, parallel to the centerline of the road. Along curbs, headers, walls, ditches [includes cleaning culvert inlets and outlets], shoulders, roadbeds, aggregate surfaces, or the entire road), Compaction Method C (Use compression-type or vibratory rollers. Compact

.18 installing, maintaining, relocating, and removing temporary traffic

NFR 115 – SINGLE LANE ROAD*

Scope/Description of Reconditioning: Recondition the road from the intersection of NFR 115 and FL-

379. Recondition 10.18 mi. of road, then spot surface with 3500 tons of limerock roadbase at 4” depth – as stationed by COR; Install (2) 28x20 CMP and (1) 42x29 CMP as stationed; Install (8) 100’ Flat Bottom LWC as stationed.

*PRIORITY ROAD THAT MUST BE COMPLETED FIRST.

Pay Item NFR 115 - Completion of 10.18 miles of road reconditioning on NFR 115 using the following specifications:

Quantity MM UNIT

15713 Soil erosion and pollution control seed and fertilize 10’ each side of road (see notes on Sheet 13 OF 16 of the drawings/plans) 24.7 CQ AC

20301 Remove CMP/dispose old culverts, disposal method a (Remove from project).

3 AQ EA

30116

100' Low Water Crossing (Flat bottom crossing); installed -includes 100 TONS Screened Aggregate Limerock Grade FDOT Size No. 4 - (2-inch minus) Compaction Method A, (Operating spreading and hauling equipment over the full width of the travelway.) Geotextile Fabric, equipment hours, and Erosion Control (see notes on Sheet 10 OF 16 of the drawings/plans)

30208 Roadway aggregate (LIMEROCK roadbase), compaction method 2 (Compact each layer full width. Roll from the sides to the center, parallel to the centerline of the road. Along curbs, headers, walls, 3,500 ditches [includes cleaning culvert inlets and outlets], shoulders, roadbeds, aggregate surfaces, or the entire road), Compaction Method C (Use compression-type or vibratory rollers. Compact

10.18

60203

INSTALL CULVERT - (2) 32' x 28"x20”, 14 GA, CMP according to the design and plans (see notes on Sheet 11 OF 27 of the drawings/ plans) (installation includes 40 TONS RipRap per culvert, [8" minus limerock] Geotextile Fabric, and erosion control)

LF

INSTALL CULVERT - (1) 32' x 42"x29”, 14 GA, CMP according to the design and plans (see notes on Sheet 11 OF 27 of the drawings/ plans) (installation includes 40 TONS RipRap per culvert, [8 inch minus limerock] Geotextile Fabric, and erosion control)

63501

Temporary traffic control (This work consists of furnishing, installing, maintaining, relocating, and removing temporary traffic

NFR 115-A – SINGLE LANE ROAD

Scope/Description of Reconditioning: Recondition the road from the intersection of NFR 115 and NFR 115-A. Recondition .53 mi. of roadbed, then add 340 tons of limerock roadbase at 4” depth.

Pay Item NFR 115-A - Completion of .53 miles of road reconditioning on NFR 115-A using the following specifications:

Quantity MM UNIT

15713 Soil erosion and pollution control seed and fertilize 10’ each side of road (see notes on Sheet 13 OF 16 of the drawings/plans) 1.3 CQ AC

30208

Roadway aggregate (LIMEROCK roadbase), compaction method 2 (Compact each layer full width. Roll from the sides to the center, parallel to the centerline of the road. Along curbs, headers, walls, 30315

Roadway Reconditioning (This work consists of reconditioning ditches [includes cleaning culvert inlets and outlets], shoulders, roadbeds, aggregate surfaces, or the entire road), Compaction Method C (Use compression-type or vibratory rollers. Compact

.53 installing, maintaining, relocating, and removing temporary traffic

NFR 115-B (NORTH) – SINGLE LANE ROAD

115-B (NORTH). Recondition 1.87 mi. of roadbed, then add 800 tons of limerock roadbase at 4” depth.

Install 100’ Flat Bottom LWC as stationed by COR.

Pay Item NFR 115-B (NORTH) - Completion of 1.87 miles of road reconditioning on NFR 115-B (NORTH) using the following specifications:

Quantity MM UNIT of road (see notes on Sheet 13 OF 16 of the drawings/plans) 4.6 CQ AC includes 100 TONS Screened Aggregate Limerock Grade FDOT Size No. 4 - (2 inch minus) Compaction Method A, (Operating spreading and hauling equipment over the full width of the

(Compact each layer full width. Roll from the sides to the center, parallel to the centerline of the road. Along curbs, headers, walls, ditches [includes cleaning culvert inlets and outlets], shoulders, roadbeds, aggregate surfaces, or the entire road), Compaction

1.87

Method C (Use compression-type or vibratory rollers. Compact installing, maintaining, relocating, and removing temporary traffic

NFR 115-B (SOUTH) – SINGLE LANE ROAD

115-B (SOUTH). Recondition 0.45 mi. of roadbed, then add 600 tons of limerock roadbase at 4” depth as stationed by COR. Remove and dispose of 18” culvert and replace with 100’ LWC.

Pay Item NFR 115-B (SOUTH) - Completion of 0.45 miles of road reconditioning on NFR 115-B (SOUTH) using the following specifications:

Quantity MM UNIT of road (see notes on Sheet 13 OF 16 of the drawings/plans)

1.1

AC

20301 Remove CMP/dispose old culverts, disposal method a (Remove

EA

includes 100 TONS Screened Aggregate Limerock Grade FDOT Size No. 4 - (2 inch minus) Compaction Method A, (Operating spreading and hauling equipment over the full width of the

(Compact each layer full width. Roll from the sides to the center, parallel to the centerline of the road. Along curbs, headers, walls, ditches [includes cleaning culvert inlets and outlets], shoulders, roadbeds, aggregate surfaces, or the entire road), Compaction Method C (Use compression-type or vibratory rollers. Compact

0.45 installing, maintaining, relocating, and removing temporary traffic

NFR 115-B1 – SINGLE LANE ROAD

Scope/Description of Reconditioning: Recondition the road from the intersection of NFR 115-B and NFR 115-B1. Recondition 0.13 mi. of roadbed, then add 80 tons of limerock roadbase at 4” depth as stationed by COR.

Pay Item

NFR 115-B1 - Completion of 0.13 miles of road reconditioning on NFR 115-B1 using the following specifications:

Quantity MM UNIT of road (see notes on Sheet 13 OF 16 of the drawings/plans) 0.3 CQ AC

(Compact each layer full width. Roll from the sides to the center, parallel to the centerline of the road. Along curbs, headers, walls, ditches [includes cleaning culvert inlets and outlets], shoulders, roadbeds, aggregate surfaces, or the entire road), Compaction Method C (Use compression-type or vibratory rollers. Compact

0.13 installing, maintaining, relocating, and removing temporary traffic

NFR 115-B14 (NORTH) – SINGLE LANE ROAD

115-B14 (NORTH). Recondition 0.21 mi. of roadbed, then add 120 tons of limerock roadbase at 4” depth as stationed by COR.

Pay Item NFR 115-B14 (NORTH) - Completion of 0.21 miles of road reconditioning on NFR 115-B14 (NORTH) using the following specifications:

Quantity MM UNIT of road (see notes on Sheet 13 OF 16 of the drawings/plans) 0.5 CQ AC

(Compact each layer full width. Roll from the sides to the center, parallel to the centerline of the road. Along curbs, headers, walls, ditches [includes cleaning culvert inlets and outlets], shoulders, roadbeds, aggregate surfaces, or the entire road), Compaction Method C (Use compression-type or vibratory rollers. Compact

0.21 installing, maintaining, relocating, and removing temporary traffic

NFR 115-B14 (SOUTH) – SINGLE LANE ROAD

Scope/Description of Reconditioning: Recondition the road from the intersection of NFR 115-B (NORTH) and NFR 115-B14 (SOUTH). Recondition 0.21 mi. of roadbed, then add 180 tons of limerock roadbase at 4” depth as stationed by COR.

Pay Item NFR 115-B14 (SOUTH) - Completion of 0.21 miles of road reconditioning on NFR 115-B14 (SOUTH) using the following specifications:

Quantity MM UNIT

(Compact each layer full width. Roll from the sides to the center, parallel to the centerline of the road. Along curbs, headers, walls, ditches [includes cleaning culvert inlets and outlets], shoulders, roadbeds, aggregate surfaces, or the entire road), Compaction Method C (Use compression-type or vibratory rollers. Compact

0.21 installing, maintaining, relocating, and removing temporary traffic

NFR 115-C (NORTH) – SINGLE LANE ROAD

115-C (NORTH). Recondition 0.19 mi. of roadbed, then add 140 tons of limerock roadbase at 4” depth as stationed by COR.

Pay Item NFR 115-C (NORTH) - Completion of 0.19 miles of road reconditioning on NFR 115-C (NORTH) using the following specifications:

Quantity MM UNIT

(Compact each layer full width. Roll from the sides to the center, parallel to the centerline of the road. Along curbs, headers, walls, ditches [includes cleaning culvert inlets and outlets], shoulders, roadbeds, aggregate surfaces, or the entire road), Compaction Method C (Use compression-type or vibratory rollers. Compact

0.19 installing, maintaining, relocating, and removing temporary traffic

NFR 115-C (SOUTH) – SINGLE LANE ROAD

115-C (SOUTH). Recondition 0.45 mi. of roadbed, then add 340 tons of limerock roadbase at 4” depth as

NFR 115-C (SOUTH) - Completion of 0.45 miles of road reconditioning on NFR 115-C (SOUTH) using the following specifications:

Quantity MM UNIT of road (see notes on Sheet 13 OF 16 of the drawings/plans) 1.1 CQ AC

(Compact each layer full width. Roll from the sides to the center, parallel to the centerline of the road. Along curbs, headers, walls, ditches [includes cleaning culvert inlets and outlets], shoulders, roadbeds, aggregate surfaces, or the entire road), Compaction Method C (Use compression-type or vibratory rollers. Compact

0.45 installing, maintaining, relocating, and removing temporary traffic

NFR 115-C2 – SINGLE LANE ROAD

115-C2. Recondition 0.41 mi. of roadbed, then add 40 tons of limerock roadbase at 4” depth as

Pay Item NFR 115-C2 - Completion of 0.41 miles of road reconditioning on NFR 115-C2 using the following specifications:

Quantity MM UNIT of road (see notes on Sheet 13 OF 16 of the drawings/plans) 1.0 CQ AC

(Compact each layer full width. Roll from the sides to the center, parallel to the centerline of the road. Along curbs, headers, walls, ditches [includes cleaning culvert inlets and outlets], shoulders, roadbeds, aggregate surfaces, or the entire road), Compaction Method C (Use compression-type or vibratory rollers. Compact

0.41 installing, maintaining, relocating, and removing temporary traffic

NFR 115-C3 – SINGLE LANE ROAD

Scope/Description of Reconditioning: Recondition the road from the intersection of NFR 115-C2 and NFR 115-C3. Recondition 0.04 mi. of roadbed, then add 20 tons of limerock roadbase at 4” depth as

Pay Item NFR 115-C3 - Completion of 0.04 miles of road reconditioning on

NFR 115-C3 using the following specifications:

Quantity MM UNIT of road (see notes on Sheet 13 OF 16 of the drawings/plans) 0.1 CQ AC

(Compact each layer full width. Roll from the sides to the center, parallel to the centerline of the road. Along curbs, headers, walls, ditches [includes cleaning culvert inlets and outlets], shoulders, roadbeds, aggregate surfaces, or the entire road), Compaction Method C (Use compression-type or vibratory rollers. Compact

0.04 installing, maintaining, relocating, and removing temporary traffic

NFR 115-C11 – SINGLE LANE ROAD

115-C11. Recondition 0.13 mi. of roadbed, then add 60 tons of limerock roadbase at 4” depth as

Pay Item NFR 115-C11 - Completion of 0.13 miles of road reconditioning on NFR 115-C11 using the following specifications:

Quantity MM UNIT

(Compact each layer full width. Roll from the sides to the center, parallel to the centerline of the road. Along curbs, headers, walls, ditches [includes cleaning culvert inlets and outlets], shoulders, roadbeds, aggregate surfaces, or the entire road), Compaction Method C (Use compression-type or vibratory rollers. Compact

0.13 installing, maintaining, relocating, and removing temporary traffic

NFR 115-C12 – SINGLE LANE ROAD

115-C12. Recondition 0.24 mi. of roadbed, then add 40 tons of limerock roadbase at 4” depth as

Pay Item NFR 115-C12 - Completion of 0.24 miles of road reconditioning on NFR 115-C12 using the following specifications:

Quantity MM UNIT of road (see notes on Sheet 13 OF 16 of the drawings/plans) 0.6 CQ AC

(Compact each layer full width. Roll from the sides to the center, parallel to the centerline of the road. Along curbs, headers, walls, ditches [includes cleaning culvert inlets and outlets], shoulders, roadbeds, aggregate surfaces, or the entire road), Compaction Method C (Use compression-type or vibratory rollers. Compact

0.24 installing, maintaining, relocating, and removing temporary traffic

NFR 115-G – SINGLE LANE ROAD

Scope/Description of Reconditioning: Recondition the road from the intersection of NFR 115-G and NFR

115. Recondition 0.27 mi. of roadbed, then add 140 tons of limerock roadbase at 4” depth; Remove and dispose of 18” culvert and replace with 100’ flat-bottom LWC - as stationed by COR.

Pay Item NFR 115-G - Completion of 0.27 miles of road reconditioning on

NFR 115-G using the following specifications:

Quantity MM UNIT

15713 Soil erosion and pollution control seed and fertilize 10’ each side of road (see notes on Sheet 13 OF 16 of the drawings/plans) 0.7 CQ AC

20301 Remove CMP /dispose old culverts, disposal method a (Remove

1 AQ EA

includes 100 TONS Screened Aggregate Limerock Grade FDOT Size No. 4 - (2 inch minus) Compaction Method A, (Operating spreading and hauling equipment over the full width of the

(Compact each layer full width. Roll from the sides to the center, parallel to the centerline of the road. Along curbs, headers, walls, ditches [includes cleaning culvert inlets and outlets], shoulders, roadbeds, aggregate surfaces, or the entire road), Compaction Method C (Use compression-type or vibratory rollers. Compact

0.27 installing, maintaining, relocating, and removing temporary traffic

NFR 115-H – SINGLE LANE ROAD*

Scope/Description of Reconditioning: Recondition the road from the intersection of NFR 115-H and NFR

115. Recondition 0.27 mi. of roadbed, then add 20 tons of limerock roadbase at 4” depth as stationed by COR.

NFR 115-H - Completion of 0.27 miles of road reconditioning on NFR 115-H using the following specifications:

Quantity MM UNIT of road (see notes on Sheet 13 OF 16 of the drawings/plans) 0.7 CQ AC

(Compact each layer full width. Roll from the sides to the center, parallel to the centerline of the road. Along curbs, headers, walls, ditches [includes cleaning culvert inlets and outlets], shoulders, roadbeds, aggregate surfaces, or the entire road), Compaction Method C (Use compression-type or vibratory rollers. Compact

0.27 installing, maintaining, relocating, and removing temporary traffic

NFR 115-K – SINGLE LANE ROAD*

115-K. Recondition 2.29 mi. of roadbed, then add 500 tons of limerock roadbase at 4” depth. Install 800’ of Flat Bottom LWC’s - as stationed by COR.

NFR 115-K - Completion of 2.29 miles of road reconditioning on NFR 115-K using the following specifications:

Quantity MM UNIT of road (see notes on Sheet 13 OF 16 of the drawings/plans) 5.6 CQ AC includes 100 TONS Screened Aggregate Limerock Grade FDOT Size No. 4 - (2 inch minus) Compaction Method A, (Operating spreading and hauling equipment over the full width of the

(Compact each layer full width. Roll from the sides to the center, parallel to the centerline of the road. Along curbs, headers, walls, ditches [includes cleaning culvert inlets and outlets], shoulders, roadbeds, aggregate surfaces, or the entire road), Compaction Method C (Use compression-type or vibratory rollers. Compact

2.29 installing, maintaining, relocating, and removing temporary traffic

NFR 115-L – SINGLE LANE ROAD

Scope/Description of Reconditioning: Recondition the road from the intersection of NFR 115-L and NFR

115. Recondition 0.13 mi. of roadbed, then add 200 tons of limerock roadbase at 4” depth.

Pay Item NFR 115-L - Completion of 0.13 miles of road reconditioning on NFR 115-L using the following specifications:

Quantity MM UNIT

(Compact each layer full width. Roll from the sides to the center, parallel to the centerline of the road. Along curbs, headers, walls, ditches [includes cleaning culvert inlets and outlets], shoulders, roadbeds, aggregate surfaces, or the entire road), Compaction Method C (Use compression-type or vibratory rollers. Compact

.13 installing, maintaining, relocating, and removing temporary traffic

NFR 115-M – SINGLE LANE ROAD

Scope/Description of Reconditioning: Recondition the road from the intersection of NFR 115-M and NFR-115. Recondition 1.92 mi. of roadbed, then add 3,080 tons of limerock roadbase at 4” depth. Install

(2) 50’ Flat Bottom LWC’s as stationed by COR.

Pay Item NFR 115-M - Completion of 1.92 miles of road reconditioning on NFR 115-M using the following specifications:

Quantity MM UNIT of road (see notes on Sheet 13 OF 16 of the drawings/plans) 4.7 CQ AC includes 100 TONS Screened Aggregate Limerock Grade FDOT Size No. 4 - (2 inch minus) Compaction Method A, (Operating spreading and hauling equipment over the full width of the

(Compact each layer full width. Roll from the sides to the center, parallel to the centerline of the road. Along curbs, headers, walls, 3,080 ditches [includes cleaning culvert inlets and outlets], shoulders, roadbeds, aggregate surfaces, or the entire road), Compaction Method C (Use compression-type or vibratory rollers. Compact

1.92 installing, maintaining, relocating, and removing temporary traffic

NFR 115-N – SINGLE LANE ROAD

Scope/Description of Reconditioning: Recondition the road from the intersection of NFR 115-N and NFR

115. Recondition 2.51 mi. of roadbed, then add 3,900 tons of limerock roadbase at 4” depth. Install a 100’ Flat Bottom LWC and a 400’ Flat Bottom LWC, as stationed by COR.

Pay Item NFR 115-N - Completion of 2.51 miles of road reconditioning on NFR 115-N using the following specifications:

Quantity MM UNIT of road (see notes on Sheet 13 OF 16 of the drawings/plans) 6.1 CQ AC includes 100 TONS Screened Aggregate Limerock Grade FDOT Size No. 4 - (2 inch minus) Compaction Method A, (Operating spreading and hauling equipment over the full width of the

(Compact each layer full width. Roll from the sides to the center, parallel to the centerline of the road. Along curbs, headers, walls, 3,900 ditches [includes cleaning culvert inlets and outlets], shoulders, roadbeds, aggregate surfaces, or the entire road), Compaction Method C (Use compression-type or vibratory rollers. Compact

2.51 installing, maintaining, relocating, and removing temporary traffic

NFR 115-T – SINGLE LANE ROAD

Scope/Description of Reconditioning: Recondition the road from the intersection of NFR 115-T and NFR 115-N. Recondition 0.41 mi. of roadbed, then add 60 tons of limerock roadbase at 4” depth.

Pay Item NFR 115-T - Completion of 0.41 miles of road reconditioning on NFR 115-T using the following specifications:

Quantity MM UNIT

15713 Soil erosion and pollution control seed and fertilize 10’ each side of road (see notes on Sheet 13 OF 16 of the drawings/plans) 1.0 CQ AC

(Compact each layer full width. Roll from the sides to the center, parallel to the centerline of the road. Along curbs, headers, walls, ditches [includes cleaning culvert inlets and outlets], shoulders, roadbeds, aggregate surfaces, or the entire road), Compaction Method C (Use compression-type or vibratory rollers. Compact each layer of material full width to at least 95 percent of the maximum density).

.41 installing, maintaining, relocating, and removing temporary traffic

NFR 115-U – SINGLE LANE ROAD

Scope/Description of Reconditioning: Recondition the road from the intersection of NFR 115-U and NFR 115-N. Recondition .65 mi. of roadbed, then add 440 tons of limerock roadbase at 4” depth. Remove and dispose of (1) 18” culvert and Install (1) 100’ Flat Bottom LWC - as stationed by COR.

Pay Item NFR 115-U - Completion of .65 miles of road reconditioning on NFR 115-U using the following specifications:

Quantity MM UNIT

15713 Soil erosion and pollution control seed and fertilize 10’ each side of road (see notes on Sheet 13 OF 16 of the drawings/plans) 5.8 CQ AC

20301 Remove CMP /dispose old culverts, disposal method a (Remove includes 100 TONS Screened Aggregate Limerock Grade FDOT Size No. 4 - (2 inch minus) Compaction Method A, (Operating spreading and hauling equipment over the full width of the

(Compact each layer full width. Roll from the sides to the center, parallel to the centerline of the road. Along curbs, headers, walls, ditches [includes cleaning culvert inlets and outlets], shoulders, .65 installing, maintaining, relocating, and removing temporary traffic

NFR 115-V – SINGLE LANE ROAD

Scope/Description of Reconditioning: Recondition the road from the intersection of NFR 115-V and NFR 115-U. Recondition 0.04 mi. of roadbed, then add 60 tons of limerock roadbase at 4” depth.

NFR 115-V - Completion of 0.04 miles of road reconditioning on NFR 115-V using the following specifications:

Quantity MM UNIT of road (see notes on Sheet 13 OF 16 of the drawings/plans) .1 CQ AC

(Compact each layer full width. Roll from the sides to the center, parallel to the centerline of the road. Along curbs, headers, walls, ditches [includes cleaning culvert inlets and outlets], shoulders, roadbeds, aggregate surfaces, or the entire road), Compaction Method C (Use compression-type or vibratory rollers. Compact

.04 installing, maintaining, relocating, and removing temporary traffic

NFR 115-W – SINGLE LANE ROAD*

Scope/Description of Reconditioning: Recondition the road from the intersection of NFR 115-W and NFR 171. Recondition .65 mi. of roadbed, then add 860 tons of limerock roadbase at 4” depth.

Pay Item NFR 115-W - Completion of .65 miles of road reconditioning on NFR 115-W using the following specifications:

Quantity MM UNIT of road (see notes on Sheet 13 OF 16 of the drawings/plans) 1.6 CQ AC

(Compact each layer full width. Roll from the sides to the center, parallel to the centerline of the road. Along curbs, headers, walls, ditches [includes cleaning culvert inlets and outlets], shoulders, roadbeds, aggregate surfaces, or the entire road), Compaction Method C (Use compression-type or vibratory rollers. Compact

.65 installing, maintaining, relocating, and removing temporary traffic

NFR 115-Y – SINGLE LANE ROAD

115-Y. Recondition 0.49 mi. of roadbed, then add 640 tons of limerock roadbase at 4” depth.

Pay Item NFR 115-Y - Completion of 0.49 miles of road reconditioning on NFR 115-Y using the following specifications:

Quantity MM UNIT of road (see notes on Sheet 13 OF 16 of the drawings/plans) 1.2 CQ AC

(Compact each layer full width. Roll from the sides to the center, parallel to the centerline of the road. Along curbs, headers, walls, ditches [includes cleaning culvert inlets and outlets], shoulders, roadbeds, aggregate surfaces, or the entire road), Compaction Method C (Use compression-type or vibratory rollers. Compact

.49 installing, maintaining, relocating, and removing temporary traffic

NFR 171 – SINGLE LANE ROAD*

Scope/Description of Reconditioning: Recondition the road from the intersection of FL-379 and NFR

171. Recondition 2.84 mi. of roadbed, then add 4,000 tons of limerock roadbase at 4” depth. Install a 200’ Flat Bottom LWC as stationed by COR.

Pay Item NFR 171 - Completion of 2.84 miles of road reconditioning on NFR 173 using the following specifications:

Quantity MM UNIT of road (see notes on Sheet 13 OF 16 of the drawings/plans) 6.9 CQ AC includes 100 TONS Screened Aggregate Limerock Grade FDOT Size No. 4 - (2 inch minus) Compaction Method A, (Operating spreading and hauling equipment over the full width of the

(Compact each layer full width. Roll from the sides to the center, parallel to the centerline of the road. Along curbs, headers, walls, 4,000 ditches [includes cleaning culvert inlets and outlets], shoulders, roadbeds, aggregate surfaces, or the entire road), Compaction Method C (Use compression-type or vibratory rollers. Compact

2.84 installing, maintaining, relocating, and removing temporary traffic

NFR 171-A – SINGLE LANE ROAD*

Scope/Description of Reconditioning: Recondition the road from the intersection of NFR 171 and NFR 171-A. Recondition 0.21 mi. of roadbed, then add 180 tons of limerock roadbase at 4” depth. Remove and dispose of 18” culvert and replace with a 100’ Flat Bottom LWC as stationed by COR.

Pay Item NFR 171-A - Completion of 0.21 miles of road reconditioning on NFR 171-A using the following specifications:

Quantity MM UNIT of road (see notes on Sheet 13 OF 16 of the drawings/plans) .5 CQ AC includes 100 TONS Screened Aggregate Limerock Grade FDOT Size No. 4 - (2 inch minus) Compaction Method A, (Operating spreading and hauling equipment over the full width of the

(Compact each layer full width. Roll from the sides to the center, parallel to the centerline of the road. Along curbs, headers, walls, ditches [includes cleaning culvert inlets and outlets], shoulders, .21 installing, maintaining, relocating, and removing temporary traffic

NFR 171-B – SINGLE LANE ROAD*

Scope/Description of Reconditioning: Recondition the road from the intersection of NFR 171-B and NFR 171-A. Recondition 0.80 mi. of roadbed, then add 960 tons of limerock roadbase at 4” depth. Remove and dispose of 18” culvert and install a 100’ Flat Bottom LWC as stationed by COR.

Pay Item NFR 171-B - Completion of 0.80 miles of road reconditioning on NFR 171-B using the following specifications:

Quantity MM UNIT

15713 Soil erosion and pollution control seed and fertilize 10’ each side of road (see notes on Sheet 13 OF 16 of the drawings/plans) 1.9 CQ AC

20301 Remove CMP /dispose old culverts, disposal method a (Remove includes 100 TONS Screened Aggregate Limerock Grade FDOT Size No. 4 - (2 inch minus) Compaction Method A, (Operating spreading and hauling equipment over the full width of the

(Compact each layer full width. Roll from the sides to the center, parallel to the centerline of the road. Along curbs, headers, walls, ditches [includes cleaning culvert inlets and outlets], shoulders, roadbeds, aggregate surfaces, or the entire road), Compaction Method C (Use compression-type or vibratory rollers. Compact

.80 installing, maintaining, relocating, and removing temporary traffic

NFR 171-C – SINGLE LANE ROAD*

Scope/Description of Reconditioning: Recondition the road from the intersection of 171/171-C to End Of Project (.58 miles). Recondition .58 mi. of roadbed, then spot surface with 780 tons of limerock roadbase at 4” depth, as stationed by COR.

Pay Item NFR 171-C - Complete .58 miles of road reconditioning on NFR 171-C using the following specifications:

Quantity MM UNIT of road (see notes on Sheet 13 OF 16 of the drawings/plans) 1.4 CQ AC

(Compact each layer full width. Roll from the sides to the center, parallel to the centerline of the road. Along curbs, headers, walls, ditches [includes cleaning culvert inlets and outlets], shoulders, roadbeds, aggregate surfaces, or the entire road), Compaction Method C (Use compression-type or vibratory rollers. Compact

.58 installing, maintaining, relocating, and removing temporary traffic

NFR 171-D – SINGLE LANE ROAD*

Scope/Description of Reconditioning: Recondition the road from the intersection of 171-D/171-C TO End of project (.31 miles). Recondition .31 mi. of roadbed, then spot surface with 400 tons of limerock roadbase at 4” depth, as stationed by COR.

Pay Item NFR 171-D - Complete .31 miles of road reconditioning on NFR 171-D using the following specifications:

Quantity MM UNIT of road (see notes on Sheet 13 OF 16 of the drawings/plans) .8 CQ AC

(Compact each layer full width. Roll from the sides to the center, parallel to the centerline of the road. Along curbs, headers, walls, ditches [includes cleaning culvert inlets and outlets], shoulders, roadbeds, aggregate surfaces, or the entire road), Compaction Method C (Use compression-type or vibratory rollers. Compact

.31 installing, maintaining, relocating, and removing temporary traffic

NFR 171-F – SINGLE LANE ROAD*

Scope/Description of Reconditioning: Recondition the road from the intersection of NFR 171-F and NFR

171. Recondition 0.63 mi. of roadbed, then add 480 tons of limerock roadbase at 4” depth.

Pay Item NFR 171-F - Completion of 0.63 miles of road reconditioning on NFR 171-F using the following specifications:

Quantity MM UNIT of road (see notes on Sheet 13 OF 16 of the drawings/plans) 1.5 CQ AC

(Compact each layer full width. Roll from the sides to the center, parallel to the centerline of the road. Along curbs, headers, walls, ditches [includes cleaning culvert inlets and outlets], shoulders, roadbeds, aggregate surfaces, or the entire road), Compaction Method C (Use compression-type or vibratory rollers. Compact

.63 installing, maintaining, relocating, and removing temporary traffic

NFR 171-H – SINGLE LANE ROAD*

Scope/Description of Reconditioning: Recondition the road from the intersection of NFR 171-H and CR

379. Recondition 0.55 mi. of roadbed, then add 320 tons of limerock roadbase at 4” depth.

NFR 171-H - Complete of .55 miles of road reconditioning on NFR 171-H using the following specifications:

Quantity MM UNIT of road (see notes on Sheet 13 OF 16 of the drawings/plans) 1.3 CQ AC

(Compact each layer full width. Roll from the sides to the center, parallel to the centerline of the road. Along curbs, headers, walls, ditches [includes cleaning culvert inlets and outlets], shoulders, roadbeds, aggregate surfaces, or the entire road), Compaction Method C (Use compression-type or vibratory rollers. Compact

.55 installing, maintaining, relocating, and removing temporary traffic

NFR 179-J – SINGLE LANE ROAD

Scope/Description of Reconditioning: Recondition the road from the intersection of NFR 179-J and NFR CR 379. Recondition 0.01 mi. of roadbed, then add 20 tons of limerock roadbase at 4” depth.

Pay Item NFR 179-J - Completion of 0.01 miles of road reconditioning on NFR 179-J using the following specifications:

Quantity MM UNIT of road (see notes on Sheet 13 OF 16 of the drawings/plans) 0.1 CQ AC

(Compact each layer full width. Roll from the sides to the center, parallel to the centerline of the road. Along curbs, headers, walls, ditches [includes cleaning culvert inlets and outlets], shoulders, roadbeds, aggregate surfaces, or the entire road), Compaction Method C (Use compression-type or vibratory rollers. Compact

.01 installing, maintaining, relocating, and removing temporary traffic

II. PERIOD OF PERFORMANCE

The contract period of performance is from 8/1/2022 to 04/28/2023. The period of Performance shall consist of a base period of 270 days. Contract time shall begin with issuance of (notice to proceed or signed awarded call order) which shall begin contract period of performance.

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 3 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 21 calendar days after issuance of NTP. The time stated shall include final cleanup of the premises.

III. SCHEDULE OF PERFORMANCE

The contractor is responsible for providing services between the hours of 0600 a.m. to 1800 p.m., Monday through Friday, weekends may be allowed at unit discretion except Federal holidays or when the Government facility is closed due to local or national emergencies, administrative closings, or similar Government directed facility closings. The Contractor must at all times maintain an adequate work force for the uninterrupted performance of all tasks defined within this Statement of Work when the Government facility is not closed for the above reasons. When hiring personnel, the Contractor shall keep in mind that the stability and continuity of the work force are essential.

IV. PLACE OF PERFORMANCE

The applicable county or counties where work shall commence include Liberty County, Florida.

The Wage Determination (WD) FL20190194 applicable to this contract is https://www.wdol.gov/

The principle location of performance is National Forest in Florida, Apalachicola National Forest, and Liberty County.

V. SCHEDULE OF ITEMS (Add additional lines as needed using Copy/Paste)

ITEM DESCRIPTION QUANTITY MM UNI

T

UNIT

PRICE

TOTAL

OM

15101

Mobilization 1 CQ LS $ $

OM

15713

Soil erosion and pollution control seed and fertilize 10’ each side of road (see notes on Sheet 13 OF 16 of the drawings/plans)

76.23

AC

OM

20301

Remove CMP /dispose old culverts, disposal method a (Remove from project). 7 AQ EA $ $

OM

30116

100' Low Water Crossing (Flat bottom crossing);

installed - includes 100 TONS Screened Aggregate Limerock Grade FDOT Size No. 4 - (2 inch minus) Compaction Method A, (Operating spreading and hauling equipment over the full width of the travelway.) Geotextile Fabric, equipment hours, and Erosion Control (see notes on Sheet 10 OF 16 of the drawings/plans)

OM

30208

Roadway aggregate (LIMEROCK roadbase), compaction method 2 (Compact each layer full width. Roll from the sides to the center, parallel to the centerline of the road. Along curbs, headers, walls, and places not accessible to the roller, compact the material with approved tampers or compactors.)

23,460

OM

30103

Aggregate base (Gov't supplied SAND/ CLAY), grading B, compaction method B 1,200 AQ CY

OM

60203

INSTALL CULVERT - (2) - 32' x 28"x20”, 14 GA, CMP according to the design and plans (see notes on Sheet 11 OF 27 of the drawings/plans) (installation includes 40 TONS RipRap per culvert, [8 inch minus limerock] Geotextile Fabric, and erosion control)

OM

60203

INSTALL CULVERTS – (1) 32' x 42"x29”, 14 GA, CMP, according to the design and plans (see notes on Sheet 11 OF 27 of the drawings/plans) (installation includes 40 TONS RipRap per culvert that is size 8 inch minus limerock, Geotextile Fabric, and erosion control)

OM

Temporary traffic control 1 CQ LS

* If the line item is considered an open market line item (BPA non pre-priced) notate OM in the BPA Ref.

CLIN

VI. GENERAL LINE ITEM DESCRIPTION

For each Line item, define the end deliverable (performance objective). What does the contractor need to know? How does this line item fit into the overall scope of work to meet the mission objective?

Line Item # Description

15101

Mobilization - This work consists of moving personnel, equipment, material, and incidentals to the project and performing work necessary before beginning work at the project site. This work also includes obtaining permits, insurance, and bonds.

15713

Soil erosion and pollution control - This work consists of furnishing, constructing, and maintaining soil erosion and sediment control devices to eliminate or minimize pollutants in stormwater discharges from the project.

All erosion and pollution control materials installed per the Engineer Road reconstruction specifications and drawings package, the FP-14, and Forest Service Supplemental Specifications (FSSS) to the FP-14.

Acceptance. Material for erosion and sediment control measures will be evaluated under Subsections 106.02 and 106.03.

Construction, maintenance, and removal of erosion and sediment control measures will be evaluated under Subsections 106.02 and 106.04.

Separation and stabilization geotextile and geotextile filter will be evaluated under Section 207.

20301

Remove/dispose old culverts, disposal method A - Remove from project. Recycle or dispose of material legally off the project.

Acceptance. Removal of structures and obstructions will be evaluated under Subsection 106.02 of the FP-14

100' Low Water Crossing (LWC); installed - This work consists of constructing one or more courses of aggregate on a prepared surface; includes 100 TONS Screened Aggregate Grade FDOT Size No. 4 -Compaction Method A, Geotextile Fabric, equipment hours, and Erosion Control (see notes on Sheet 10 OF 16 of the drawings/plans)

Roadway aggregate (LIMEROCK), compaction method 2 - This work consists of furnishing and placing crushed aggregate for bedding, backfill, and roadway aggregates on a prepared surface.

Complete as specified per the Engineer road reconstruction specifications and drawings package, the FP-14, and Forest Service Supplemental Specifications (FSSS) to the FP-14.

Acceptance: See Table 302-1 for sampling, testing, and acceptance requirements.

Crushed aggregate will be evaluated under Subsections 106.02 and 106.03. Submit a production certification including gradation and quality properties for each source.

Construction of roadway aggregate courses will be evaluated under Subsections

106.02 and 106.04. Method 2 compaction will be evaluated under Subsection 106.04.

Placement of bedding and backfill aggregate will be evaluated under Subsections

106.02 and 106.04.

Roadway Reconditioning, Compaction Method C, Road and Ditch Reconditioning

- This work consists of reconditioning ditches, shoulders, roadbeds, aggregate surfaces, or the entire road.

Ditch Reconditioning. Remove slide material, sediment, vegetation, and other debris from existing ditches and culvert inlets/outlets. Reshape ditches and culvert Inlets/outlets to achieve positive drainage and uniform ditch width, depth, and grade. Dispose of waste at designated sites.

Shoulder Reconditioning. Remove slide material, vegetation, and other debris from existing shoulders including shoulders in parking areas, turnouts, and other widened areas. Repair soft and unstable areas. Reshape shoulders to the widths and slopes shown in the plans. Dispose of waste at designated sites.

Roadbed Reconditioning. Remove organic, deleterious, and material larger than 6 inches from the top 6 inches of subgrade. Dispose of waste. Repair soft and unstable areas. Scarify surface to a 6-inch depth. Remove irregularities and shape to a uniform surface. Finish earth surfaces to within 0.05 feet (15 millimeters) and rock surfaces to within 0.10 feet (30 millimeters) of required line, grade, and cross-section with compaction.

Aggregate Surface Reconditioning. Repair soft and unstable areas to the full aggregate surface depth. Scarify the thickness of aggregate surfacing material or to 6 inches, whichever is less. Remove irregularities and shape to a uniform surface.

Finish and compact the surface.

Complete as specified per the Engineer road reconstruction specifications and drawings package, the FP-14, and Forest Service Supplemental Specifications (FSSS) to the FP-14.

CULVERT INSTALLATION CMP (installed includes 40 TONS RipRap per culvert - Screened Aggregate Grade FDOT Size No. 4 (8 INCH MINUS), Geotextile Fabric, and erosion control)

This work consists of furnishing and installing culverts, drains, and precast concrete box culverts.

Complete construction requirements as specified per the Engineer Road reconstruction specifications and drawings package, the FP-14, and Forest Service Supplemental Specifications (FSSS) to the FP-14.

Temporary traffic control - The Contractor shall provide, erect, and maintain all necessary barricades, suitable and sufficient lights, danger signals, signs, flaggers, pilot cars, and other traffic control devices, and shall take all necessary precautions for the protection of the work and safety of the public. Barricades and other obstructions shall be illuminated during the hours of darkness. Suitable warning signs shall be provided to properly control and direct traffic.

Keep traffic devices current with maintenance operation and remove upon completion. All operations and signing shall conform to the current requirements and guidelines of the Occupational Safety and Health Administration (OSHA) and the Manual of Uniform Traffic Control Devices (MUTCD).

The Contractor shall erect warning signs on posts in advance to any place on the project where operations may interfere with the use of the road or trail by traffic and at all intermediate points, where the new work crosses or coincides with an existing road or trail. Required signs may be mounted on posts or portable or temporary mountings.

Use standard MUTCD shapes, colors, sizes, and legends. Mark hazards incidental to the work within or on the traveled way, shoulders, or turnouts with hazard identification markers, illuminated beacons, and other MUTCD devices to safely guide road users through the area. Mark work segments not completed on a daily basis appropriately for night travel. Obtain authorization before commencing work at night.

Advisory speed plates may be used to control traffic through the work area.

Flaggers - Provide properly equipped, trained and certified, flag person(s) where the traffic is required to stop before proceeding. Stop traffic in locations which provide width enough for passage of traffic and reasonable protection for vehicles.

When flag control is used, advance warning signs are required.

VII. TECHNICAL SPECIFICATIONS

Line Item ---- List all Performance Standards, Performance Requirements, and Specifications for each item.

See attached ERFO Road Reconstruction Project 2 – Engineer road reconstruction specifications and drawings package (27 sheets), and attached Forest Service Supplemental Specifications (FSSS) to the FP-14.

NOXIOUS WEED CONTROL Contractor shall clean equipment to ensure that it is free of dirt, grass, and other organic material prior to commencing work on contract, and also when equipment returns to National Forest land after residing elsewhere. Contractor shall notify COR forty-eight 48 hours prior to beginning work so that the equipment may be inspected. The contractor shall also clean equipment when leaving National Forest land to prevent the spread of known noxious weeds to other lands. COR may direct the contractor to avoid certain areas on Forest Roads where noxious weeds are known to be located.

PUBLIC SAFETY AND TRAFFIC CONTROL: The Contractor shall exercise caution and care while performing the work to prevent unnecessary conflict with or potential hazards to road users.

The Contractor shall post warning signs on each end of the road segment being worked. Signs shall be of the size, type, and colors required in the current edition of the "Manual on Uniform Traffic Control Devices". A copy of the "MUTCD" is available to the Contractor for in office reference only upon request.

These signs shall be moved as needed to delineate and identify the section of road being maintained per specification. At no time shall the signs be more than two miles (or from intersection to intersection of road segment) from the operating equipment and shall be in place only when road equipment or personnel are actually performing operations. No road work shall be permitted if warning signs are not posted.

All slow-moving equipment shall have a reflectorized "Slow Moving" vehicle emblem attached. Road work shall not be performed if the caution light(s) are not working and/or the slow moving vehicle sign is not visible from the rear of the machines.

All work shall be scheduled so that, at the end of each working day, the road is passable for the type of traffic normally using the road. If, for any reason traffic hazards are left in or adjacent to the road after normal work time, they shall be signed per MUTCD standards as hazards and visibly illuminated at night.

Segments of unfinished work which may present a hazard to road users, such as, but not limited to, rolls or surface material, berms on the shoulder, etc. may not be left in the roadway overnight, weekend or holidays unless specifically approved by COR.

LANDSCAPE PRESERVATION AND HAZARDOUSMATERIALS

(a) The Contractor shall give attention to the effect of contract operation upon the landscape, shall take care to maintain natural surroundings undamaged, and shall conduct the work at all times in compliance with the following requirements:

1. Prevention of the Landscape Defacement. The Contractor shall not remove, deface, injure, or destroy trees, shrubs, lawns, or natural features unless specifically authorized by the Government. Unless otherwise provided in the Special Project Specifications, the Contractor shall confine contract operations to within the areas designated in contract documents. Unless otherwise provided in this contract, the Contractor shall gather rock which falls outside the roadway due to contract operations and dispose of it as directed by the Government.

2. Protection of Streams, Lakes, and Reservoirs. The Contractor shall take sufficient precautions to prevent pollution of streams, lakes, small ponds, and reservoirs with fuels, oils, bitumen’s, dust palliatives, silt, or other harmful materials. Mechanical equipment shall not be operated in live streams without written approval of the Government.

(b) The Contractor shall confine operations to within the work area limits, immediate work area, or other areas designated in the contract documents, and prevent the depositing of rocks, excavated materials, stumps, or other debris outside of these limits.