PROJECT_DESCRIPTION.pdf

OR WASH 2015(1), Hagg Lake Perimeter Road, Washington County, Oregon.

The work consists of Paving, Subexcavation, Embankment, Horizontal Drains, Drainage, Guardrail, Bridge Rail and other small items of work.

Project length: 5 Miles

Tentative Fixed Completion Date: Fall 2018 (Once solicitation is issued, see FAR Clause 52.211-10 for exact date.)

Estimated Price Range: $5 million to $7 million

Location: 5 Miles SW of Forest Grove, Oregon

DESCRIPTION OF WORK in US CUSTOMARY UNITS

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DIVISION 150 – Project Requirements 152 Construction Survey & Staking (yes/no) Yes 153 Contractor Quality Control and Assurance

(yes/no) Yes 154 Contractor Sampling & Testing (yes/no) Yes 155 Schedules for Construction Contracts (construction schedules) (yes/no) Yes 157 Soil Erosion & Sediment Control (erosion control devices) Silt Fence Fiber Roll Check Dam Sediment Trap Filter Rock

750 LNFT

2,400 LNFT

10 EACH

2 EACH

182 CUYD

DIVISION 200 – Earthwork 201 Clearing & Grubbing 1.1 ACRE 203 Removal of Structures & Obstructions Pipe Culvert Curb, Asphalt Guardrail Pavement, Asphalt Pavement, Asphalt, 2-inch depth (mico-milling) Sawcutting Pavement

6 EACH

60 LNFT

4,200 LNFT

4,400 SQYD

1,350 SQYD

170 LNFT

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204 Excavation & Embankment Roadway Excavation Subexcavation Select Borrow

1,400 CUYD

5,700 TON

10,800 TON

207 Earthwork Geosynthetics Separation-Stabilization Geotextile, Class 1, Type D Geogrid, Stabilization

6,400 SQYD

17,300 SQYD

DIVISION 250 – Slope Reinforcement and Retaining Walls 251 Riprap Placed Riprap, Method A, Class 2 Placed Riprap, Method A, Class 3

7 CUYD

50 CUYD

DIVISION 300 – Aggregate and Base Courses 302 Roadway Aggregate, Method 2 9,580 TONS 310 Cold In-Place Recycled Asphalt Base Course Cold In-Place Recycled Asphalt Base Course, Type A Emulsified Asphalt Lime

75,000 SQYD

350 TON

110 TON

DIVISION 400 – Asphalt Pavements & Surface Treatments 401 Asphalt Concrete Pavement, Gyratory Mix, ½- Inch or 3/4 -Inch Nominal Maximum Size Aggregate,

0.3 to <3 Million ESAL (Pavement Roughness, Type

II-A) 15,000 TON

403 Asphalt Concrete Pavement, Type 1 1,000 TON 406 Fog Seal 75,000 SQYD 412 Tack Coat 70 TON 413 Asphalt Pavement Milling, 2-inch depth 1,300 SQYD 418 Asphalt Concrete Pavement Patching Asphalt Concrete Pavement Patch, Type 1 Asphalt Concrete Pavement Patch, Type 2

1,700 SQYD

750 SQYD

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DIVISION 500 – Rigid Pavements 575 Minor Bridge Work LPSM

DIVISION 600 – Incidental Construction 602 Culverts & Drains 12-Inch Pipe Culvert 24-Inch Pipe Culvert 36-Inch Pipe Culvert Elbow, 12-Inch

120 LNFT

190 LNFT

340 LNFT

1 EACH

604 Manholes, Inlets, and Catch Basins Inlet, FLH Type 5A Inlet Top, Metal Frame and Grate, FLH Type 5A

1 EACH

1 EACH

605 Underdrains, Sheet Drains & Pavement Edge Drains Standard Underdrain System 1,100 LNFT 610 Horizontal Drains Horizontal Drain Pipe Horizontal Drain Jetting Horizontal Drain Casing and Collar

25,300 LNFT

LPSM

60 EACH

617 Guardrail Guardrail System G4, Type 4, Class B Wood Posts Guardrail System CRG, Type 4, Class B Terminal Section, Type G4-BAT Terminal Section, Type G4-CRT Terminal Section, Type Flared Terminal Section, Type Tangent Replacement Post, Wood Replacement Blockout Structure Transition Railing, G4 System Raising Guardrail

7,750 LNFT

650 LNFT

1 EACH

18 EACH

19 EACH

27 EACH

65 EACH

65 EACH

152 LNFT

19,200 LNFT

621 Monuments & Markers (construction survey & staking) (yes/no) No 622 Rental Equipment (yes/no) No 623 General Labor (yes/no) No 625 Turf Establishment 3,500 SQYD 626 Plantings, Seedlings, Bare Root 420 EACH 633 Permanent Traffic Control Delineator (Guardrail Butterfly) 1,200 EACH ch ed ul e

635 Temporary Traffic Control Traffic Control Supervisor Barricade Type 3 Cone, Type 28-Inch Concrete Barrier Pavement Markings Construction Sign Pilot Car Portable Changeable Message Sign Flagger

LPSM

10 EACH

220 EACH

650 LNFT

135,000 LNFT

220 SQFT

35 DAY

130 DAY

350 HOUR