PROJECT_DESCRIPTION.pdf

OR PFH 146(4), Palmer Junction - MP 0.0 to 15.1, Union County, Oregon

The work consists of pavement overlay, isolated deep patching, AOP culvert replacement, damaged culvert replacement, paving, striping, signage, and other small items of work.

Project length: 15.10 Miles

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

Estimated Price Range: between $7 million and $10 million

Location: This project is located approximately 20 Miles N of La Grande, Oregon

DESCRIPTION OF WORK in US CUSTOMARY

UNITS

FP-14

One Schedule Sch Name A

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(temp diversion channel) LPSM 157 Soil Erosion & Sediment Control(soil stabilization) 1.3 ACRE 157 Soil Erosion & Sediment Control(silt fence) 440 LNFT 157 Soil Erosion & Sediment Control(fiber roll) 12,000 LNFT 157 Soil Erosion & Sediment Control(sediment trap) 3 EACH

DIVISION 200 – Earthwork 201 Clearing & Grubbing 1.3 ACRE 203 Removal of Structures & Obstructions (cattle guard) 2 EACH 203 Removal of Structures & Obstructions (cattle guard) 2 EACH 203 Removal of Structures & Obstructions (plate pipe) 2 EACH 203 Removal of Structures & Obstructions (wall block) 35 EACH 204 Roadway Excavation 5,000 CUYD 204 Subexcavation 5,050 CUYD 204 Backfill, Select Granular 4,300 CUYD 207 Geotextile Filter, Class 1, Type A (woven) 1,010 SQYD 207 Geotextile Filter, Class 1, Type D 12,900 SQYD 207 Geotextile Filter, Class 1, Type E 600 SQYD 207 Geotextile Filter, Class 2, Type D (woven) 1,100 SQYD

A

207 Geogrid, Stabilization 10,800 SQYD 207 Geogrid (reinforcement) 7,100 SQYD 251 Placed Riprap, Method A, Class 1 4,200 CUYD 251 Placed Riprap, Method A, Class 4 400 CUYD 251 Boulder 21 EACH 261 Reinforced Shoulder Stabilization 8,804 SQFT

DIVISION 300 – Aggregate and Base Courses 302 Roadway Aggregate, Method 2 3,400 TON

DIVISION 400 – Asphalt Pavements & Surface Treatments 401 Asphalt Concrete, ½ inch or ¾ inch agg,pavement roughness type 1 26,000 TON 401 Asphalt Concrete, 3/8 inch agg, wedge and leveling course 8,200 TON 401 Antistrip Additive, Type 3 290 TON 403 Asphalt Concrete Pavement, Type 1 5,650 TON 411 Crushed Aggregate 190 TON 412 Tack Coat 142 TON 413 Asphalt Pavement Milling, 1 inch depth 5,500 SQYD 413 Asphalt Pavement Milling, 6 inch depth 4,200 SQYD 414 Cracks, Routing, Cleaning and Sealing 13 MILE

DIVISION 500 – Rigid Pavements 552 Structural Concrete, Class A 70 CUYD 554 Reinforcing Steel 2,159 LB

DIVISION 600 – Incidental Construction 602 30 Inch Pipe Culvert 56 LNFT 602 48 Inch Pipe Culvert 96 LNFT 603 Structural Plate Arch (25’ span x 12’-6” rise, vertical headwall) 80 LNFT 603 30 Structural Plate Arch (30’-3” span x 9’-11” rise) 38 LNFT 605 Standard Underdrain System 200 LNFT 619 Cattle Guard, 26 feet 2 EACH 622 Rental Equipment (yes/no) yes 623 General Labor (yes/no) yes 624 Placing Conserved Topsoil, 2 inch depth 220 SQYD 625 Turf Establishment 1.3 ACRE 635 Temporary Traffic Control, Traffic Control Supervisor LPSM 635 Temporary Traffic Control, Barricade Type 3 6 EACH 635 Temporary Traffic Control, tubular marker 42 inch 400 EACH 635 Temporary Traffic Control, warning light, type A 6 EACH

A

635 Temporary Traffic Control, warning light, type C 68 EACH 635 Temporary Traffic Control, concrete barrier 1,800 LNFT 635 Temporary Traffic Control, pavement markings 34,000 LNFT 635 Temporary Traffic Control, construction sign 450 SQFT 635 Temporary Traffic Controlflagger 3,700 FXHR