PROJECT DESCRIPTION_WA FLAP SKAMAN 92135(1).pdf

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WA FLAP SKAMAN 92135(1), Wind River Road Slide Reconstruction
Solicitation number
69056725B000013
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This document is a solicitation for the Wind River Road Slide Reconstruction project in Skamania County, Washington. The project involves retaining walls, guardrail installation and replacement, culvert lining, and paving along a 0.3-mile stretch of road located approximately 0.5 miles south of Carson City. The estimated price range is between $5,000,000 and $10,000,000, with a tentative solicitation date in Fall/Winter 2025 and a projected completion date in Fall/Winter 2026.

The project scope includes multiple construction divisions covering project requirements, earthwork, slope reinforcement, aggregate base courses, asphalt pavements, and incidental construction. Key activities include clearing and grubbing, roadway excavation, soldier pile and mechanically stabilized earth wall construction, roadway aggregate placement, asphalt concrete pavement installation, guardrail systems, temporary traffic control, erosion control, and permanent pavement markings. The solicitation uses FP-24 specifications and requires construction survey, quality control, sampling and testing, and various temporary traffic management measures.

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WA FLAP SKAMAN 92135(1)_Prelim Letter.pdf PDF
waa-skaman92135-1_plan_preAd.pdf PDF

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WA FLAP SKAMAN 92135(1), Wind River Road Slide Reconstruction

Skamania County, Washington

This work consists of retaining walls, guardrail installation and replacement, culvert lining and paving.

Project Location: This project is located approximately 0.5 Miles South of Carson City, Skamania County, Washington State.

Project Length: 0.3 Miles

Estimated Price Range: Between $5,000,000 and $10,000,000

Tentative Solicitation Date: Fall/Winter 2025

Tentative Fixed Completion Date: Fall/ Winter 2026

DESCRIPTION OF WORK in US CUSTOMARY UNITS

USING FP-24 SPECS

O ne

S ch ed ul e Sc h N am e

A dd iti on al S ch

Sc h

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DIVISION 150 – Project Requirements

152 Construction Survey & Staking (yes/no) Yes

Select Select Select Select

153 Contractor Quality Control and Assurance

(yes/no) Yes Select Select Select Select

154 Contractor Sampling & Testing (yes/no) Yes Select Select Select Select

155 Schedules for Construction Contracts (construction schedules) (yes/no) Yes Select Select Select Select

157 Soil Erosion & Sediment Control, Silt Fence 320 LNFT

S ch ed ul e Sc h N

A dd iti on al

N am e

A dd iti on al

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A dd iti on al

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A dd iti on al

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157 Soil Erosion & Sediment Control, Fiber Roll 1500 LNFT

157 Soil Erosion & Sediment Control, Check Dam 2 EACH

157 Soil Erosion & Sediment Control, Check Dam (Filter Rock) 29 EACH

DIVISION 200 – Earthwork

201 Clearing & Grubbing

1.5 ACRE

203 Removal of Delineator 1 EACH

203 Removal of Sign 4 EACH

203 Removal of Guardrail 700 LNFT

203 Plug, Existing Pipe 1 EACH

203 Sawcutting Pavement 1410 LNFT

204 Roadway Excavation 540 CUYD

DIVISION 250 – Slope Reinforcement and Retaining Walls

254 Soldier Pile Retaining Wall LPSM

255 Mechanically Stabilized Earth Wall LPSM

257 Contactor Provided Retaining Structure Design (MSE Wall) LPSM

257 Contactor Provided Retaining Structure Design (Soldier Pile Wall) LPSM

S ch ed ul e Sc h N

A dd iti on al

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DIVISION 300 – Aggregate and Base Courses

302 Roadway Aggregate, Method 2 680 TON

DIVISION 400 – Asphalt Pavements & Surface Treatments

403 Asphalt Concrete Pavement, Type 1 1803 TON

412 Tack Coat 4.8 TON

413 Asphalt Pavement Milling (Overlay Transition) 2500 SQYD

DIVISION 600 – Incidental Construction

607 Lining 36-Inch Pipe Culvert 180 LNFT

617 Guardrail System MGS, Type 2, Class A, Steel Posts 500 LNFT

617 Guardrail System MGS, Type 2, Class A, Steel Posts (8’ Post) 453 LNFT

617 Terminal System (Anchor System) 1 EACH

617 Terminal System, Type MGS Tangent (TL-

3) 1 EACH

617 Terminal System, Type MGS-BAT 1 EACH

621 Monuments & Markers (construction survey & staking) (yes/no) Yes Select Select Select

622 Rental Equipment (yes/no) Yes Select Select Select

623 General Labor (yes/no) Yes Select Select Select

S ch ed ul e Sc h N

A dd iti on al

N am e

A dd iti on al

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A dd iti on al

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A dd iti on al

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625 Turf Establishment

(indicate seeding or mulching separately) 1 ACRE

628 Temporary Stream Diversion LPSM

629 Rolled Erosion Control Product 2400 SQYD

633 Remove and Reset Sign System 4 EACH

634 Permanent Pavement Markings, Type D, Solid (Yellow) 3500

634 Permanent Pavement Markings, Type D, Solid (White) 3480

634 Permanent Pavement Markings, Type D, Broken (White) 1300

634 Recessed Pavement Marker 70 EACH

635 Temporary Traffic Control – Barricade, Type 3 (8 feet wide) 4 EACH

635 Temporary Traffic Control – Tubular Marker, Type 28-Inch 100 EACH

635 Temporary Traffic Control – Drum 10 EACH

635 Temporary Traffic Control – Warning Light Type C 9 EACH

635 Temporary Traffic Control – Portable Changeable Message Sign 2 EACH

635 Temporary Traffic Control – Crash Cushion 2 EACH

635 Temporary Traffic Control – Portable Traffic Barrier 275 LNFT

635 Temporary Traffic Control – Construction Sign 270 SQFT

635 Temporary Traffic Control – Flagger 500 HOURS

S ch ed ul e Sc h N

A dd iti on al

N am e

A dd iti on al

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A dd iti on al

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635 Temporary Traffic Control – Traffic Control Supervisor 140 DAYS

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