UPDATED_OR FLAP GRANT 24(2)_PROJECT DESCRIPTION.pdf
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- Solicitation number
- 69056723B000021
About this file
This document contains a detailed project description for the OR FLAP GRANT 24(2), Granite Hill Road Reconstruction, Phase II project located in the Wallowa-Whitman National Forest in Grant County, Oregon.
The project involves installing 3 precast concrete box culverts, 2 bridges, and other roadway work including paving, excavation, and erosion control. The work is divided into two bid schedules, Schedule A and Schedule B, which will be separately awarded. The estimated price range for the project is $5 million to $10 million, with a tentative solicitation date in Winter 2024/2025 and a tentative fixed completion date of Winter 2025. The project is being offered as a small business set-aside. The federal agency involved is the Department of Transportation Federal Highway Administration.
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Text version
UPDATED July 2024
OR FLAP GRANT 24(2), Granite Hill Road Reconstruction, Phase II
Wallowa-Whitman National Forest
Grant County, Oregon
All project work is located along Granite Hill Road and Bull Run to Baker Road located in Grant County, Oregon. Work items include installing 3 precast concrete box culverts and 2 bridges. The 3 box culverts are AOP structures ranging in length from 34-feet to 66-feet and span 13-feet to 22-feet. One bridge is a single span, 54-foot long simply supported, prestressed concrete voided slab beam. The second bridge is a single span, 105-foot long simply supported, prestressed concrete deck bulb tee girder structure. Both bridges are founded on steel H-piles.
Construction of the bridges will require temporary bridges and traffic control.
This project has two schedules; only one schedule will be awarded.
Project length: NA
Tentative Fixed Completion Date: Winter 2025
Estimated Price Range: $5 million to $10 million
Tentative Solicitation Date: Winter 2024/2025
Location: 32 Miles NW of Baker City, Oregon
DESCRIPTION OF WORK in US CUSTOMARY UNITS
FP-14
S ch ed u le A ed u
B
DIVISION 150 – Project Requirements
151 Mobilization LPSM LPSM
152 Construction Survey & Staking (yes/no) Yes Yes
153 Contractor Quality Control and Assurance (yes/no)
Yes Yes
154 Contractor Sampling & Testing (yes/no) Yes Yes
155 Schedules for Construction Contracts (construction schedules) (yes/no)
Yes Yes ed u ed u
157 Soil Erosion & Sediment Control (erosion control devices) Temporary Stream Diversions (Bull Run 01) (boundary Creek) (Bull Run 02) Silt Fence Fiber Rolls Check Dams
N/A
LPSM
N/A
700 LNFT
1400 LNFT
10 Each
LPSM
3000 LNFT
1400 LNFT
20 Each
DIVISION 200 – Earthwork
201 Clearing & Grubbing 2.6 ACRES 3.2 ACRES
203 Removal of Structures & Obstructions (structures, demolition) Removal of culverts 3 Each 5 Each
204 Excavation & Embankment Roadway Excavation Unclassified Borrow
1000 CUYD
2700 CUYD
1500 CUYD
2400 CUYD
208 Structure Excavation Structural Backfill 190 CUYD 190 CUYD
DIVISION 250 – Slope Reinforcement and Retaining Walls
251 Riprap Method A Riprap Ditch Method A Class 3 Riprap Ditch Method B Class 4 Boulder
4 CUYD
70 CUYD
2200 CUYD
4 Each
4 CUYD
210 CUYD
2200 CUYD
4 Each
DIVISION 300 – Aggregate and Base Courses
302 Minor Crushed Aggregate Roadway Aggregate Method 2 2700 CUYD 3800 CUYD
DIVISION 400 – Asphalt Pavements & Surface Treatments
403 Asphalt Concrete Asphalt Concrete Pavement, Type 1 1000 TONS 1500 TONS
412 Asphalt Tack Coat (asphalt surface treatment) 2 Tons 3 Tons
DIVISION 550 – Bridge Construction
551 Driven Piles Steel H-Pile, 12x74, In Place 14x117, In Place Untreated Timber Pile, In place Dynamic Pile Load Test
37 LNFT
327 LNFT
28 Each 4 Each
37 LNFT
327 LNFT
4 Each ed u ed u
552 Structural Concrete (concrete – major structures) Structural Concrete Class A (AE) Structural Concrete, Class D (AE), For approach slabs, type 2 Expansion Joints
96 CUYD
30 SQYDs
129 LNFT
96 CUYD
30 SQYDs
129 LNFT
553 Prestressed Concrete Precast, prestressed concrete slabs, 48-inch voided Precast, prestressed concrete decked bulb tee girder (47 Inch)
378 LNFT
517 LNFT
378 LNFT
517 LNFT
554 Reinforcing Steel Reinforcing steel Reinforcing steel, epoxy coated
16400 LBS
11440 LBS
16400 LBS
11440 LBS
556 Bridge Railing 341 LNFT 341 LNFT
564 Bearing Devices Elastomeric (Bull Run Creek Crossing #3) Elastomeric (Bull Run Creek Crossing #4)
575 Minor Bridge Work Temporary Bridge (44’x14’) Temporary Bridge (75’x14’)
585 Ultra High Performance Concrete (Joints) 13 CUYD 13 CUYD
DIVISION 600 – Incidental Construction
602 Culverts & Drains (indicate one or both) Reinforced Concrete Box Culvert
(15 FEET SPAN, 9 FEET RISE)
(22 FEET SPAN, 9 FEET RISE)
(13 FEET SPAN, 12 FEET RISE)
34 LNFT
66 LNFT
56 LNFT
34 LNFT
617 Guardrail Guardrail Terminal Section Structure transition Railing
952 LNFT
8 Each
167 LNFT
952 LNFT
8 Each
167 LNFT
625 Turf Establishment (indicate seeding or mulching separately) 2.6 Acre 3.2 Acre
626 Plants, Trees, Shrubs, Vines & Groundcovers Cuttings, Cottonwood Pole (Cottonwood Bole) Cuttings, Willow Pole (Willow Pole Tripod) Cuttings, Willow Pole Remove and Replant Tree & Shrub (Conserved Willow Bush)
12 Each 38 Each
1500 Each 30 Each
12 Each 38 Each
1500 Each 30 Each
634 Permanent Pavement Markings (traffic pavement markings) Type B, Solid (4-Inch, Yellow) Type B, Solid (4-Inch, White)
9800 LNFT
9800 LNFT
13700 LNFT
13700 LNFT
635 Temporary Traffic Control – Flagger 1400 HRS 2200 HRS ed u ed u
635 Temporary Traffic Control Detours (2) (Bull Run 03) (Bull Run 04) Traffic Signal Systems (2) (Bull Run 03) (Bull Run 04) Barricade Type 3 Tubular Markers Portable Changeable Message Signs Construction Signs Traffic Control Supervisor
12 Each 90 Each 2 Each 4 Each
146 DAY
20 Each 150 Each
2 Each 4 Each
146 DAY
647 Environmental Mitigation (use pay item description) Root Wad Fish Passage Boulders Stream Bed Material
22 Each 106 Each
94 CUYD
22 Each 318 Each
393 CUYD
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