PROJECT DESCRIPTION_WA ERFO FS OLYMP609 2022-1(1).pdf
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- Solicitation number
- 69056725B000016
About this file
This is a Base Schedule document for an Emergency Relief for Federally Owned (ERFO) road repair project in the Olympic National Forest, Clallam County, Washington. The project involves nine repair sites covering 0.35 miles and includes comprehensive infrastructure work such as drainage improvements, slope stabilization, reinforced soil slopes, special rock embankment, and pavement repairs. The estimated price range is $2 million to $5 million, with a tentative solicitation date in Fall 2025 and a projected completion date in Fall 2026.
The detailed Base Schedule breaks down work into six divisions: Project Requirements, Earthwork, Slope Reinforcement and Retaining Walls, Aggregate and Base Courses, Asphalt Pavements, and Incidental Construction. Key quantitative elements include 2 acres of clearing and grubbing, 1,000 cubic yards of roadway excavation, 850 cubic yards of mechanically-placed special rock embankment, 2,500 square feet of reinforced soil slope with welded wire face, 480 tons of asphalt concrete pavement, and various pipe culvert installations ranging from 24-inch to 120-inch diameters. The project also includes provisions for temporary traffic control, erosion management, and equipment usage.
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WA ERFO FS OLYMP609 2022-1(1), Olympic FS ERFO Repairs 2022
Olympic National Forest
Clallam County, Washington
The work consists of drainage, slope stabilization, reinforced soil slopes, special rock embankment, and pavement repairs.
Project length: 0.35 miles
Tentative Fixed Completion Date: Fall 2026
(Once solicitation is issued, see SF-1442 continuation, Block 11 for exact date.)
Tentative Solicitation Date: Fall 2025
Estimated Price Range: $2 million to $5 million
Location: This project includes nine Emergency Relief for Federally Owned
(ERFO) sites within the Olympic National Forest in Clallam County, Washington.
DESCRIPTION OF WORK in US CUSTOMARY UNITS
FP-24
B as e S ch ed u le
DIVISION 150 – Project Requirements
151 Mobilization LPSM
152 Construction Survey & Staking LPSM
153 Contractor Quality Control LPSM
154 Contractor Testing LPSM
155 Construction Schedule LPSM
157 Soil Erosion Control, Silt Fence 520 LNFT
157 Soil Erosion Control, Fiber Roll 2,400 LNFT
157 Soil Erosion Control, Check Dam (Fiber Roll) 60 EACH
157 Soil Erosion Control, Check Dam (Filter Rock) 3 EACH
157 Soil Erosion Control, Check Dam (Sandbag) 10 EACH e S ch ed
DIVISION 200 – Earthwork
201 Clearing & Grubbing 2 ACRE
202 Selective Clearing 0.3 ACRE
203 Removal of Delineator 1 EACH
203 Removal Pipe Culvert 4 EACH
203 Removal Pipe Culvert 44 EACH
204 Roadway Excavation 1,000 CUYD
204 Subexcavation 100 CUYD
204 Unclassified Borrow 4,700 CUYD
204 Ditch, Excavation 240 CUYD
204 Backfill, Select Granular 750 CUYD
207 Stabilization Geotextile 435 SQYD
DIVISION 250 – Slope Reinforcement and Retaining Walls
251 Placed Riprap, Class 2 40 CUYD
251 Placed Riprap, Class 3 170 CUYD
251 Placed Riprap, Class 4 210 CUYD
252 Special Rock Embankment, Mechanically- Placed 850 CUYD
261 Reinforced Soil Slope, Welded Wire Face 2,500 SQFT
DIVISION 300 – Aggregate and Base Courses
302 Roadway Aggregate, Method 2 1,590 TON
302 Roadway Aggregate, Method 2, Surface Course 530 TON
303 Ditch Reconditioning 35 LNFT
DIVISION 400 – Asphalt Pavements & Surface Treatments
403 Asphalt Concrete Pavement 480 TON
403 Tack Coat 210 GAL
DIVISION 600 – Incidental Construction
602 24-INCH Pipe Culvert 120 LNFT e S ch ed
602 36-INCH Pipe Culvert 110 LNFT
602 48-INCH Pipe Culvert 50 LNFT
602 120-INCH Pipe Culvert 80 LNFT
602 48-INCH Equivalent Diameter Arch or Elliptical Pipe Culvert 110 LNFT
602 60-INCH Equivalent Diameter Arch or Elliptical Pipe Culvert 190 LNFT
602 End Section for 48-INCH Pipe Culvert 1 EACH
605 Standard Underdrain System 390 LNFT
622 Dump Truck, 10 Cubic Yard Minimum Capacity 80 HOUR
622 Wheel Loader, 3 Cubic Yard Minimum Capacity 80 HOUR
622 Hydraulic Excavator, 1 Cubic Yard Minimum Capacity with Thumb Attachment 80 HOUR
624 General Labor 80 HOUR
624 Providing and Topsoil, 6-INCH Depth 240 SQYD
625 Turf Establishment 2 ACRE
628 Temporary Stream Diversion LPSM
629 Rolled Erosion Control Product 2,000 SQYD
635 Temporary Traffic Control, Barricade Type 3 (10’ Boards) 20 EACH
635 Temporary Traffic Control, Warning Light Type C 20 EACH
635 Temporary Traffic Control, Construction Sign 180 SQFT
635 Temporary Traffic Control, Traffic Control Supervisor 105 DAY
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