PROJECT DESCRIPTION_AK PRA DENA 10(36).pdf

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Attached to
AK PRA DENA 10(36), Replace Ghiglione Bridge Federal contract opportunity
Solicitation number
69056725B000009
Issued by
Department of Transportation Federal Highway Administration

About this file

This document is a detailed project specification for the Ghiglione Bridge Replacement project in Denali National Park, Alaska. The project involves constructing a new 4-span, 180-foot long steel girder bridge with a cast-in-place concrete deck, located 125 miles southwest of Fairbanks. The work includes structure construction, grading, drainage, base, and erosion control, with a project length of 0.201 miles. The bridge will be founded on steel pipe piles for abutments and piers, and the existing steel girder bridge will be demolished upon completion of the new structure.

The estimated price range is $10 million to $20 million, with a tentative solicitation date in Winter 2025/2026 and a fixed completion date in Summer 2027. The project scope encompasses multiple divisions of work, including mobilization, construction surveys, quality control, earthwork, slope reinforcement, aggregate base courses, bridge construction, and incidental construction. Key quantities include 1,400 cubic yards of roadway excavation, 230 cubic yards of structural concrete, 64,000 pounds of reinforcing steel, 137,000 pounds of steel structures, and temporary traffic control measures including 850 hours of flagging.

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Prelim Plans_AK PRA DENA 10(36).pdf PDF
Prelim Letter_AK PRA DENA 10(36).pdf PDF

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Text version

AK PRA DENA 10(36) Replace Ghiglione Bridge

Denali National Park

Denali Borough, Alaska

The work consists of structure, grading, drainage, base and erosion control.

Bridge Information: The project includes construction of a 4 span, 180-foot long steel girder bridge with cast-in-place concrete deck. Abutments are founded on steel pipe piles. Piers are supported on steel pipe piles. The work includes demolition of the existing steel girder bridge upon completion of the new structure.

Project length: 0.201 miles

Tentative Fixed Completion Date: Summer 2027

(Once solicitation is issued, see SF-1442 continuation, Block 11 for exact date.)

Tentative Solicitation Date: Winter 2025/2026

Estimated Price Range: $10 million to $20 million

Location: 125 miles South West of Fairbanks, Alaska. Denali National Park.

DESCRIPTION OF WORK in US CUSTOMARY UNITS

FP-14

O n e S ch ed u le

S ch

N am e

B as e_ p ti o

X

DIVISION 150 – Project Requirements

151 Mobilization Yes Yes

152 Construction Survey & Staking (yes/no) Yes No

153 Contractor Quality Control and Assurance (yes/no) Yes Yes

154 Contractor Testing (yes/no) Yes Yes

155 Construction Schedule (yes/no) Yes No

157 Soil Erosion Control, Silt Fence 550 lnft

157 Soil Erosion Control, Fiber Roll 2500 lnft

157 Soil Erosion Control, Check Dam 4 each

DIVISION 200 – Earthwork

201 Clearing & Grubbing 1.4 acres

203 Removal of pipe Culvert 1 each e S ch ed

N as e_ ti

203 Removal of bridge LPSM

204 Roadway Excavation 1400 CUYDs

204 Unclassified borrow 1200 CUYDs

207 Geotextile filter, class 1, type C (non-woven) 1100 SQYD

211 Roadway obliteration 410 SQYD

DIVISION 250 – Slope Reinforcement and Retaining Walls

251 Placed Riprap, Method A, Class 3 629 CUYD

251 Riprap ditch, Method A, Class 2 470 LNFT

DIVISION 300 – Aggregate and Base Courses

302 Roadway Aggregate, Method 2 910 CUYD

DIVISION 550 – Bridge Construction

551 Driven Piles 1200 LNFT

552 Structural Concrete, Class A (AE) 230 CUYD

554 Reinforcing Steel 64000 lbs

555 Steel Structures (structures, steel) 137000 lbs

556 Bridge Railing 390 LNFT

DIVISION 600 – Incidental Construction

602 Culverts 185 LNFT

617 Structure transition railing 40 LNFT

622 Dump Truck, 12 Cubic Yard Minimum Capacity (yes/no) Yes No

622 Wheel Loader, 4 Cubic yard minimum rated capacity Yes

622 Bulldozer, 200HP Minimum flywheel power Yes

622 Roller Yes

622 Motor grader, 8 foot minimum blade Yes

622 Hydraulic excavator, 1 cubic yard minimum capacity with thumb attachment Yes

623 General Labor (yes/no) Yes No

624 Placing conserved topsoil, 2-inch depth 0.7 acres e S ch ed

N as e_ ti

625 Mulching, dry method (placing conserved mulch) 1.3 acres

633 Sign System 17 sqft

635 Temporary Traffic Control Type 3 barricades, cônes, warning lights, constructio n signs

635 Temporary Traffic Control – Flagger 850 hours

File details come from the government source that posted it. Updated .