Project Description OR FS OCHOC607 22(1).pdf
PDF 138 KB Posted
- Solicitation number
- 69056724B000003
About this file
This project description outlines requirements for a road repair contract on Route 22 in Oregon between mileposts 0.0 and 8.0. The work includes asphalt removal, aggregate base, asphalt paving, milling and grading. Project costs are estimated between $500,000 to $1,000,000. Completion is required by winter 2024. The document provides specifications for earthwork, slope reinforcement, aggregate base courses, asphalt paving, tack coats and temporary traffic control. It references the related pre-solicitation notice for solicitation number 69056724B000003 to be issued by the Department of Transportation Federal Highway Administration for this work repairing Route 22 in Oregon.
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Text version
OR FS OCHOC607 22(1), Road 22 Repairs MP 0.0 to 8.0
This project will consist of spot improvements including asphalt removal, aggregate, asphalt pavement, asphalt milling and grading.
Project Location: 24 miles W of Pineville, OR
Project Length: .64 Miles
Estimated Price Range: Between $500,000 and $1,000,000
Tentative Fixed Completion Date: Winter 2024
(Once solicitation is issued, see FAR Clause 52.211-10 for exact date.)
O n e
S ch ed u le
S ch
N am e
A
A d d it io n al
N am e
B
A d d it io n al
N am e
C
DIVISION 150 – Project Requirements
152 Construction Survey & Staking (yes/no) Yes Yes Yes
153 Contractor Quality Control and Assurance (yes/no) Yes Yes Yes
154 Contractor Sampling & Testing (yes/no) Yes Yes Yes
155 Schedules for Construction Contracts (construction schedules) (yes/no) Yes Yes Yes
157 Soil Erosion & Sediment Control (erosion control devices) LPSM LPSM LPSM
DIVISION 200 – Earthwork
201 Clearing & Grubbing 0.10 ACRE 0.10 ACRE 0.40 ACRE
203 Removal of Structures & Obstructions (structures, demolition) Removal of Pavement, Asphalt 3,500 SQYD 3,500 SQYD 4,600 SQYD
204 Excavation & Embankment Roadway excavation Subexcavation Backfill, select granular
100 CUYD
1,000 CUYD
500 CUYD
100 CUYD
1,000 CUYD
500 CUYD
500 CUYD
1,000 CUYD
500 CUYD
207 Earthwork Geosynthetics Separation-stabilization geotextile, class 1, type D (woven) 6,000 SQYD 6,000 SQYD 7,000 SQYD
O n e S ch ed u le
N am e
A
A d d it io n al
N am e
B
A d d it io n al
N am e
C
DIVISION 250 – Slope Reinforcement and Retaining Walls
251 Riprap Placed riprap, method A, class 1 450 CUYD 450 CUYD 450 CUYD
DIVISION 300 – Aggregate and Base Courses
302 Minor Crushed Aggregate Roadway aggregate, method 2 600 TON 600 TON 1,200 TON
DIVISION 400 – Asphalt Pavements & Surface Treatments
403 Asphalt Concrete Asphalt concrete pavement, type 1 1,000 TON 1,400 TON 1,700 TON
412 Asphalt Tack Coat (asphalt surface treatment) 2 TON 3 TON 3 TON
413 Asphalt Pavement Milling, 3-inch depth 2,410 SQYD 2,410 SQYD
DIVISION 600 – Incidental Construction
635 Temporary Traffic Control LPSM LPSM LPSM
File details come from the government source that posted it. Updated .