PROJECT DESCRIPTION_ID FLAP CLEAR 4783(1).pdf

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ID FLAP CLEAR 4783(1), Dent Bridge Road Improvements
Solicitation number
69056726R000009
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This is a Presolicitation notice for a federal highway construction project in Clearwater County, Idaho. The project, ID FLAP CLEAR 4783(1), involves road improvements on Dent Bridge Road, approximately 0.5 miles north of Orofino, covering 4.8 miles. Work scope includes full depth pavement reclamation, asphalt concrete pavement placement, shoulder reconditioning, deep patch repair, intermittent guardrail improvements, signing, and striping. The estimated price range is $5 million to $10 million, with a tentative solicitation date of Fall/Winter 2026 and a tentative fixed completion date of Fall 2027. The exact completion date will be specified in the SF1442 Continuation, Block 11 upon solicitation issuance.

The base schedule identifies work organized across six divisions: Division 150 (Project Requirements) includes mobilization, surveying, quality control, testing, and erosion control; Division 200 (Earthwork) covers sign and guardrail removal, excavation, borrow material, and geotextile stabilization; Division 300 (Aggregate and Base Courses) specifies roadway aggregate, shoulder reconditioning, and full depth reclamation with cement; Division 400 (Asphalt Pavements & Surface Treatments) requires asphalt concrete pavement, prime coat, tack coat, and milling; Division 600 (Incidental Construction) includes underdrains, guardrail and terminal systems, dump trucks, excavators, sign systems, pavement markings (white, yellow, and stop line), and comprehensive temporary traffic control consisting of supervisors, markers, drums, signal systems, construction signs, pavement markings, flaggers, and pilot cars. Quantities are detailed in US customary units and measured in various units including linear feet, tons, square yards, hours, and each.

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Other files

File Type Posted
QA_09.14.26.pdf PDF
Prelim Letter_ID FLAP CLEAR 4783(1).pdf PDF
ida-clear4783-1_PLAN_preliminary.pdf PDF

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Text version

ID FLAP CLEAR 4783(1), Dent Bridge Road Improvements

Clearwater County, Idaho

The work consists of full depth pavement reclamation, asphalt concrete pavement, shoulder reconditioning, deep patch repair, intermittent guardrail improvements, signing, and striping.

Project length: 4.8 miles

Tentative Fixed Completion Date: Fall 2027

(Once solicitation is issued, see SF1442 Continuation, Block 11 for exact date.)

Tentative Solicitation Date: Fall/Winter 2026

Estimated Price Range: $5 million to $10 million

Location: Approximately 0.5 Miles N of Orofino, ID

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 and Staking LPSM

153 Contractor Quality Control and Assurance LPSM

154 Contractor Testing LPSM

155 Construction Schedule LPSM

157 Soil Erosion Control, Fiber Roll 660 LNFT

DIVISION 200 – Earthwork

203 Removal of Sign 25 EACH

203 Removal of Guardrail 430 LNFT

204 Subexcavation 1,360 CUYD

204 Select Borrow 1,060 TON

207 Stabilization Geotextile 820 SQYD

207 Geogrid, Stabilization 2,400 SQYD

DIVISION 300 – Aggregate and Base Courses

302 Roadway Aggregate, Method 2 400 TON e S ch ed

303 Shoulder Reconditioning 15,840 LNFT

305 Full Depth Reclamation with Cement, 8-INCH Depth 76,600 SQYD

305 Cementitious Material 1,100 TON

DIVISION 400 – Asphalt Pavements & Surface Treatments

401 Asphalt Concrete Pavement, Gyratory Mix, 1/2-INCH Nominal Maximum Size Aggregate,

0.3 to ,3 Million ESAL, Pavement Roughness

III-A 15,770 TON

411 Prime Coat, Method 1 77 TON

412 Tack Coat 31 TON

413 Asphalt Pavement Milling, 4-INCH Depth 73,100 SQYD

DIVISION 600 – Incidental Construction

605 Standard Underdrain System 200 LNFT

617 Guardrail System MGS, Type 2, Class A, Steel Posts 315 LNFT

617 Terminal System, Type MGS Tangent 7 EACH

622 Dump Truck, 8 Cubic Yard Minimum Capacity 40 HOUR

622 Backhoe Loader, 4 Cubic Foot Minimum Rated Capacity Bucket, 4-WHEEL Drive 80 HOUR

622 Hydraulic Excavator, 1.0 Cubic Yard Minimum Capacity with Thumb Attachment 40 HOUR

633 Sign System 172 SQFT

633 Remove and Reset Delineator 4 EACH

634 Pavement Markings, Type B Solid (4-INCH White) 110,000 LNFT

634 Pavement Markings, Type B Solid (4-INCH Yellow) 56,200 LNFT

634 Pavement Markings, Type B Solid (Stop Line) 150 LNFT

634 Pavement Markings, Type H 1 EACH

635 Temporary Traffic Control, Traffic Control Supervisor LPSM

635 Temporary Traffic Control, Tubular Marker, Type 42-INCH 150 EACH

635 Temporary Traffic Control, Drum 60 EACH

635 Temporary Traffic Control, Traffic Signal System 2 EACH e S ch ed

635 Temporary Traffic Control, Construction Sign 400 SQFT

635 Temporary Traffic Control, Pavement Markings 5.0 MILE

635 Temporary Traffic Control, Flagger 1,600 HOUR

635 Temporary Traffic Control, Pilot Car 560 HOUR

File details come from the government source that posted it. Updated .