PROJECT DESCRIPTION_ID FLAP KOOTEN 8450(1).pdf
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- Solicitation number
- 69056726R000019
About this file
This is a federal construction solicitation document for the ID FLAP KOOTEN 8450(1) project located on Yellowstone Trail Road, Segment 1, in the Coeur D'Alene National Forest, Kootenai County, Idaho, approximately 7.5 miles east of Coeur D'Alene. The Tentative Solicitation Date is Fall 2026, with a Tentative Fixed Completion Date of Fall 2027, and the Estimated Price Range is $2 million to $5 million. The project encompasses 0.20 miles of roadway work.
The work consists of installation of a new single-span precast, prestressed concrete structure approximately 55 feet in length, realigning and reconstructing the roadway, and stabilizing the rock-mass below the structure. The project includes multiple construction divisions: Project Requirements (mobilization, surveys, quality control, testing, scheduling, erosion control, and dust control); Earthwork (removal of signs, concrete barriers, and pavement; roadway and structure excavation); Slope Reinforcement and Retaining Walls (rock bolts and dowels); Aggregate and Base Courses; Asphalt Pavements and Surface Treatments; Bridge Construction (structural concrete, precast concrete slabs, reinforcing steel, waterproofing, and bearing devices); and Incidental Construction (guardrail systems, traffic control, signage, pavement markings, turf establishment, and utility work). Specific quantities are provided for each line item using standard measurement units such as linear feet, cubic yards, tons, square yards, hours, days, acres, and each.
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Other files
| File | Type | Posted |
|---|---|---|
| ida-kooten8450-1_plan_pre-ad.pdf | ||
| Preliminary Letter_ID FLAP KOOTEN 8450(1).pdf |
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Text version
ID FLAP KOOTEN 8450(1), Yellowstone Trail Road, Segment 1
Coeur D’Alene National Forest
Kootenai County, Idaho
The work consists of installation of a new structure, realigning and reconstructing the roadway, and stabilizing the rock-mass below the structure. The project includes a single-span precast, prestressed concrete structure, approx. 55 feet in length.
Project length: 0.20 miles
Tentative Fixed Completion Date: Fall 2027
(Once solicitation is issued, see SF1442 Continuation, Block 11 for exact date.)
Tentative Solicitation Date: Fall 2026
Estimated Price Range: $2 million to $5 million
Location: 7.5 Miles E of Coeur D’Alene
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 & Sediment Control, Fiber Roll 140 LNFT
157 Soil Erosion Control, Check Dam 4 EACH
158 Watering for Dust Control LPSM
DIVISION 200 – Earthwork
203 Removal of Sign 4 EACH
203 Removal of Concrete Barrier 100 LNFT
203 Sawcutting Pavement 60 LNFT e S ch ed
204 Roadway Excavation 210 CUYD
208 Structure Excavation (Bridge) 200 CUYD
208 Structural Backfill 14 CUYD
DIVISION 250 – Slope Reinforcement and Retaining Walls
260 Rock Bolt (25K) 271 LNFT
260 Rock Dowel 225 LNFT
269 Temporary Roadway Rockfall Protection LPSM
DIVISION 300 – Aggregate and Base Courses
302 Roadway Aggregate, Method 2 150 CUYD
DIVISION 400 – Asphalt Pavements & Surface Treatments
403 Asphalt Concrete Pavement, Type 1 175 TON
411 Prime Coat 1.00 TON
411 Blotter 1.00 TON
412 Tack Coat 1.00 TON
DIVISION 550 – Bridge Construction
552 Structural Concrete, Class A (AE) 25 CUYD
553 Precast, Prestressed Concrete Slabs, 48- Inch Voided (21 Inch Depth) 330 LNFT
554 Reinforcing Steel 2,200 LB
556 Bridge Railing, Concrete 55 LNFT
558 Dampproofing 20 SQYD
559 Membrane Waterproofing, Preformed 138 SQYD
564 Bearing Device, Elastomeric 24 EACH
566 Reinforced Shotcrete 173 SQYD
566 Reinforced Shotcrete (Ditch) 45 SQYD
571 Ultra-High Performance Concrete 1.80 CUYD e S ch ed
DIVISION 600 – Incidental Construction
617 Guardrail Systems MGS, Type 2, Class A, Steel Posts (Beam Guardrail Type 31, 6-Foot Posts) 420 LNFT
617 Guardrail Systems MGS, Type 2, Class A, Steel Posts (Beam Guardrail Type 31, 9-Foot Posts) 500 LNFT
617 Terminal System, Type MGS Tangent 2 EACH
617 Structure Transition Railing 23 LNFT
622 Dump Truck, 10 Cubic Yard Minimum Capacity 80 HOUR
622 Hydraulic Excavator 100 HOUR
623 General Labor 80 HOUR
625 Turf Establishment 0.95 ACRE
633 Sign System 18 SQFT
633 Object Marker, Type 3 2 EACH
633 Delineator, Type Flexible 12 EACH
634 Pavement Markings, Type B, Solid (White) 1,235 LNFT
634 Pavement Markings, Type B, Solid (Yellow) 1,235 LNFT
635 Temporary Traffic Control LPSM
635 Temporary Traffic Control, Flagger 100 HOUR
635 Temporary Traffic Control, Traffic Control Supervisor 154 DAY
636 Conduit, 6-Inch, PVC 260 LNFT
636 Utility Box, Pullbox 2 EACH
636 Utility Trench 300 LNFT
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