PROJECT_DESCRIPTION.pdf

OR BLM RB 330632(1), Cow Creek, Ph 1, Bureau of Land Management, Douglas County, Oregon

The work consists of grading, drainage, subgrade stabilization, bridge and surfacing, and other small items of work.

Project length: 23.3 Miles

Tentative Fixed Completion Date: Fall 2016 (Once solicitation is issued, see FAR Clause 52.211-10 for exact date.)

Estimated Price Range: Between $3 million and $5 million

Location: This project is located approximately 4 Miles SW of Riddle, OR.

DESCRIPTION OF WORK IN

US CUSTOMARY UNITS

FP-03

Base Schedule Option X

Option Y

Option Z

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

(yes/no) Yes Yes Yes Yes 154 Contractor Sampling & Testing (yes/no) Yes Yes Yes Yes 155 Schedules for Construction Contracts (construction schedules) (yes/no) Yes Yes Yes Yes 157 Soil Erosion Control Devices (erosion control devices)

Soil Stabilization –

2.0 Acres

Silt Fence -1000 lnft Temporary Diversion

Channel – 750 lnft

Sediment Wattle

– 7750 lnft

Temporary Diversion Channel –

120 lnft Sediment

Wattle – 500 lnft

Sediment Wattle – 800 lnft

Temporary Diversion

Channel – 120 lnft

Sediment Wattle

– 500 lnft

158 Watering for Dust Control 50 MGAL

DIVISION 200 – Earthwork 201 Clearing & Grubbing 1.3 Acre

Base Schedule Option X

Option Y

Option Z

204 Excavation & Embankment Roadway Excavation –

9155 cuyd Subexcavation

– 7500 cuyd Select Borrow –

9500 ton 205 Rock Blasting: Controlled Blast Hole (rock blasting)

Controlled Blast Hole – 1000 lnft

207 Earthwork Geotextiles (geotextiles) Earthwork Geotextile, Type I-A -1900 sqyd

Earthwork Geotextile, Tye IV-A – 140 sqyd Geogrid, Biaxial

– 20,000 sqyd

208 Structure Excavation

Shoring and Bracing -

LPSM

Shoring and Bracing -

LPSM

211 Roadway Obliteration Method 2 – 898 cuyd

DIVISION 250 – Slope Reinforcement and Retaining Walls 251 Riprap Class 3 – 90 cuyd Class 4 – 65 cuyd Class 3 – 130 cuyd Class 3 – 200 cuyd Class 3 – 160 cuyd 252 Rockery, Special Rock Embankment, and Rock Butttress

Special Rock Embankment –

130 cuyd

DIVISION 300 – Aggregate Courses 308 Minor Crushed Aggregate (crushed aggregate)

Method 2 – 7,500 ton

Method 2 – 550 ton

Method 2 – 275 ton

Method 2 – 315 ton

310 Recycled Aggregate Course (asphalt pavement recycling)

Recycled Aggregate Base

– 18,000 sqyd

X

Option Y

Option Z

DIVISION 400 – Asphalt Pavements & Surface Treatments 403 Hot Asphalt Concrete Pavement (asphalt concrete pavement) 6,900 ton 215 ton 105 ton 120 ton 412 Asphalt Tack Coat (asphalt surface treatment) 17 ton 1 ton 1 ton 1 ton 413 Asphalt Pavement Milling 2 inch depth –

450 sqyd

DIVISION 550 – Bridge Construction 575 Minor Bridge Work Abutment

Repair - LPSM

DIVISION 600 – Incidental Construction 602 Culverts & Drains (indicate one or both) 18-Inch Culvert

– 50 lnft 24-Inch Culvert

– 3,900 lnft 36-Inch Culvert

– 525 lnft 48-Inch Culvert

– 470 lnft 60-Inch Culvert

– 70 lnft 66-Inch Culvert

– 65 lnft End Section 36-

Inch – 1 each Debris Rack – 1 each

Precast reinforced concrete box culvert ( 18 ft span x 5 ft rise) – 92 lnft

603 Structural Plate Structures (culverts & drains)

(162-Inch x 114-Inch) – 92 lnft

168-Inch Structural Plate

Pipe – 96 lnft 604 Manholes, Inlets, & Catch Basins(culverts & drains) (indicate which)

Manhole – 1 each

Inlet (Pond Riser) – 1 each

605 Underdrains, Sheet Drains & Pavement Edge Drains (culverts & drains) (indicate which)

Standard Underdrain

System – 1,300 lnft

X

Option Y

Option Z

607 Cleaning, Reconditioning, and Repairing Existing Drainage Structures

Cleaning culvert in place – 50 each Reconditioning drainage system – 30 each 622 Rental Equipment (yes/no) Yes Yes Yes Yes 622 General Labor (yes/no) Yes Yes Yes Yes 625 Turf Establishment (indicate seeding or mulching separately)

Hydraulic Method – 10

SLRY

629 Rolled Erosion Control Products & Cellular Confinement Systems (turf establishment)

Type 4 – 2,200 sqyd

633 Permanent Traffic Control Devices (traffic control devices)

Sign System – 42 sqft

634 Permanent Pavement Markings (traffic pavement markings)

Type A, Solid (White) – 65,250 lnft Type A, Solid

(Yellow) – 65,000 lnft

Type A, Broken (White) – 320 lnft Type A, Solid

(White) – 24 sqft

Type A, Solid (White) – 1,400 lnft

Type A, Solid (Yellow) – 1,400 lnft

Type A, Solid (White) – 800 lnft Type A, Solid (Yellow) – 800 lnft

Type A, Solid (White) – 900 lnft

Type A, Solid (Yellow) – 900

X

Option Y

Option Z

635 Temporary Traffic Control – Items Barricade Type 3 – 12 each

Cone, Type 36- Inch – 50 each

Drum – 50 each

Portable

Changeable Message Sign –

2 each

Concrete Barrier – 300

Construction Sign – 450 sqft

Plastic Fence

– 265 lnft

635 Temporary Traffic Control – Flagger 6,400 HR 300 HR 400 HR 400 HR 647 Mitigation (use pay item description)

Fish Passage Boulder – 10 each

Streambed Material – 265 cuyd

Log Weir – 6

Rock Weir – 2

Boulder – 7

Material – 350 cuyd

Channel

Realignment – 650 cuyd

Rock Weir – 19

Boulder – 14

Material – 340 cuyd