Project Description OR FS OCHOC607 22(1)_Updated.pdf
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- Solicitation number
- 69056724B000003
About this file
This document appears to be a project description for federal contract opportunity OR FS OCHOC607 22(1), Road 22 Repairs MP 0.0 to 8.0. The project will consist of spot improvements including asphalt removal, aggregate, asphalt pavement, asphalt milling, and grading along a 0.64-mile stretch of road located 24 miles west of Pineville, Oregon. The estimated price range for the project is between $500,000 and $1,000,000, with a tentative fixed completion date of Winter 2025. The project is divided into three schedules, each with various required construction activities such as survey and staking, quality control, sampling and testing, construction schedules, erosion control, clearing and grubbing, pavement removal, excavation and embankment, geosynthetics, riprap, aggregate, asphalt concrete pavement, and temporary traffic control.
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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 2025
(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 .