PROJECT_DESCRIPTION.pdf

MT Park 63(1), Tom Miner Creek Road Capital Improvements Project located in Park County, MT.

The work consists of Bridge Replacement, Grading, Base, Aggregate surfacing and other small items of work.

Project length: .136 Miles

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

Estimated Price Range: $1 million to $2 million

Location: 17 Miles NW of Gardiner, MT

DESCRIPTION OF WORK in US CUSTOMARY UNITS

FP-14

On e S ch ed ul e

Sc h

Na m e

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 (Temporary Diversion Channel) 100% LPSM 157 Soil Erosion & Sediment Control (Temporary Turf Establishment) 0.3 ACRE 157 Soil Erosion & Sediment Control (Fiber Roll) 1,650 LNFT 158 Watering for Dust Control 100% LPSM

DIVISION 200 – Earthwork 201 Clearing & Grubbing 0.7 ACRE 203 Removal of Structures & Obstructions (Box Culvert) 1 EACH 203 Removal of Structures & Obstructions (Pipe Culvert) 1 EACH 203 Removal of Structures & Obstructions (Fence) 30 LNFT 203 Removal of Structures & Obstructions (Bridge, Tom Miner Creek) 100% LPSM 203 Removal of Structures & Obstructions (Bridge, Rock Creek) 100% LPSM 204 Roadway Excavation 1,400 CUYD 204 Select Borrow (GRS-IBS) 730 TON 207 Earthwork Geosynthetics (Geotextile Filter, Class 2, Type E) 1,100 SQYD 208 Structure Excavation 2,530 CUYD

On e S ch ed ul e

Sc h

Na m e

DIVISION 250 – Slope Reinforcement and Retaining Walls 251 Riprap (Method A, Class 4) 1,210 CUYD

DIVISION 300 – Aggregate and Base Courses 302 Roadway Aggregate, Method 1 (government provided material) 2,130 TON

DIVISION 400 – Asphalt Pavements & Surface Treatments 403 Asphalt Concrete (Type 2) 51 TON

DIVISION 550 – Bridge Construction 552 Structural Concrete (concrete – major structures) 50 CUYD 553 Prestressed Concrete 728 LNFT 554 Reinforcing Steel 3,300 LB 555 Structural Steel (Carbella Truss Repair) 100% LPSM 556 Bridge Railing (F-shaped Concrete Barrier) 208 LNFT 574 Geosynthetic Reinforced Soil Integrated Bridge System, Geosynthetic Reinforcement 8,010 SQYD 574 Geosynthetic Reinforced Soil Integrated Bridge System, Open-Graded Backfill 2,000 TON 574 Geosynthetic Reinforced Soil Integrated Bridge System, Segmental Retaining Wall 390 SQYD 575 Minor Bridge Work (Structural Concrete UHPC) 100% LPSM

DIVISION 600 – Incidental Construction 602 10-inch Pipe Culvert 84 LNFT 602 15-inch Pipe Culvert 65 LNFT 617 Guardrail (G4, Type 2, Class A Wood Posts) 38 LNFT 617 Guardrail (Terminal Section Type Tangent) 8 EACH 617 Guardrail (Structure Transition Railing) 150 LNFT 619 Fences (Barbed Wire) 60 LNFT 619 Remove and Reset Fence 60 LNFT 622 Rental Equipment (yes/no) Yes 623 General Labor (yes/no) Yes 625 Turf Establishment 0.9 ACRE 635 Temporary Traffic Control – Barricade Type 3 4 EACH 635 Temporary Traffic Control – Tubular Marker, Type 42-inch 50 EACH 635 Temporary Traffic Control – Drum 30 EACH 635 Temporary Traffic Control – Traffic Signal System 1 EACH 635 Temporary Traffic Control – Construction Sign 250 SQFT 635 Temporary Traffic Control – Flagger 150 FXHR 650 Temporary Diversions 100% LPSM