Inactive

PROJECT DETAILS: CO FLAP US 36(1), Downtown Estes Park Loop The project is located in Estes Park, Colorado and provides a for one-way two-lane couplet for traffic through Town and access to Rocky Moun... PROJECT DETAILS: CO FLAP US 36(1), Downtown Estes Park Loop The project is located in Estes Park, Colorado and provides a for one-way two-lane couplet for traffic through Town and access to Rocky Mountain National Park. The scope of this project consists of a combination of reconstruction and rehabilitation of 2.3 miles of urban streets. The work includes construction of a new bridge at Ivy Street, retaining walls throughout the project, landscaping and irrigation, sidewalk, and a new roundabout at the intersection of Moraine Avenue, Crags Drive and Riverside Drive. Schedule A includes all the Downtown Loop work and Option X include milling and overlaying 1.3 miles West Elkhorn Avenue. SIGNIFICANT QUANTITIES: Schedule A: 20303-3600 Removal of Wall – 320 SQYD 20401-0000 Roadway Excavation – 10,700 CUYD 20801-0000 Structure Excavation – 840 CUYD 25501-2000 Mechanically Stabilized Earth Wall, Gabion Face – 2,800 SQFT 25801-0000 Reinforce Concrete Retaining Wall – 1,900 SQFT 30101-0000 Aggregate Base – 5,700 TON 40101-0600 Asphalt Concrete Pavement. Gyratory Mix, 1/2 -inch Nominal Maximum Size Aggregate, 0.3 to <30 Million ESAL Roadway – 5,800 TON 50101-1000 Minor Concrete Pavement, 9” Depth – 4,400 SQFT 55201-0200 Structural Concrete, Class A (AE) – 405 CUYD 55301-3500 Precast, Prestressed Concrete Slab – 607 LNFT 56501-0200 Drilled Shaft, 24-Inch Diameter – 240 LNFT 56501-0300 Drilled Shaft, 30-Inch Diameter – 70 LNFT 60201-0600 18-Inch Pipe Culvert– 1,000 LNFT 60202-1000 60-Inch Equivalent Diameter Are or Elliptical Pipe Culvert (Concrete) – 480 LNFT 60403-0000 Inlet (Various) – 37 EACH 60902-1000 Curb and Gutter, Concrete, 12-Inch – 5,700 LNFT 61101-0000 Water System – All LPSM 61110-1000 Irrigation System – All LPSM 61501-0100 Sidewalk, Concrete – 2,400 SQYD 61501-0200 Sidewalk, Colored Concrete (Stamped) – 2,300 SQYD 63502-2100 Temporary Traffic Control, Crash Cushion – 4 EACH 63506-0500 Temporary Traffic Control, Flagger – 10,500 HR 63501-0000 Temporary Traffic Control Management Plan – LPSM 63507-0700 Temporary Traffic Control, Traffic Supervisor – LPSM 63601-1000 System Installation, Traffic Signal – LPSM 63601-2000 System Installation, Lighting – LPSM 64604-3000 Fixture, Pedestrian Railing – 270 LNFT 64704-0000 Mitigation, streambed channel realignment - 400 LNFT Option X: 40101-0600 Asphalt Concrete Pavement. Gyratory Mix, 1/2 -inch Nominal Maximum Size Aggregate, 0.3 to <30 Million ESAL Roadway – 4,000 TON 41301-0600 Asphalt Pavement Milling, 2-Inch Depth – 24,000 SQYD Construction is anticipated between November 2022 and December 2024. Estimated total cost is $10 to $20 million.

Inactive

This is not a solicitation and plans and specifications are not available. PROJECT DETAILS: CO FLAP US 36(1), Downtown Estes Park Loop The project is located in Estes Park, Colorado and provides a for... This is not a solicitation and plans and specifications are not available. PROJECT DETAILS: CO FLAP US 36(1), Downtown Estes Park Loop The project is located in Estes Park, Colorado and provides a for one-way two-lane couplet for traffic through Town and access to Rocky Mountain National Park. The scope of this project consists of a combination of reconstruction and rehabilitation of 2.3 miles of urban streets. The work includes construction of a new bridge at Ivy Street, retaining walls throughout the project, landscaping and irrigation, sidewalk, and a new roundabout at the intersection of Moraine Avenue, Crags Drive and Riverside Drive. Schedule A includes all the Downtown Loop work and Option X include milling and overlaying 1.3 miles West Elkhorn Avenue. SIGNIFICANT QUANTITIES: Schedule A: 20303-3600 Removal of Wall – 320 SQYD 20401-0000 Roadway Excavation – 10,700 CUYD 20801-0000 Structure Excavation – 840 CUYD 25501-2000 Mechanically Stabilized Earth Wall, Gabion Face – 2,800 SQFT 25801-0000 Reinforce Concrete Retaining Wall – 1,900 SQFT 30101-0000 Aggregate Base – 5,700 TON 40101-0600 Asphalt Concrete Pavement. Gyratory Mix, 1/2 -inch Nominal Maximum Size Aggregate, 0.3 to <30 Million ESAL Roadway – 5,800 TON 50101-1000 Minor Concrete Pavement, 9” Depth – 4,400 SQFT 55201-0200 Structural Concrete, Class A (AE) – 405 CUYD 55301-3500 Precast, Prestressed Concrete Slab – 607 LNFT 56501-0200 Drilled Shaft, 24-Inch Diameter – 240 LNFT 56501-0300 Drilled Shaft, 30-Inch Diameter – 70 LNFT 60201-0600 18-Inch Pipe Culvert– 1,000 LNFT 60202-1000 60-Inch Equivalent Diameter Are or Elliptical Pipe Culvert (Concrete) – 480 LNFT 60403-0000 Inlet (Various) – 37 EACH 60902-1000 Curb and Gutter, Concrete, 12-Inch – 5,700 LNFT 61101-0000 Water System – All LPSM 61110-1000 Irrigation System – All LPSM 61501-0100 Sidewalk, Concrete – 2,400 SQYD 61501-0200 Sidewalk, Colored Concrete (Stamped) – 2,300 SQYD 63502-2100 Temporary Traffic Control, Crash Cushion – 4 EACH 63506-0500 Temporary Traffic Control, Flagger – 10,500 HR 63501-0000 Temporary Traffic Control Management Plan – LPSM 63507-0700 Temporary Traffic Control, Traffic Supervisor – LPSM 63601-1000 System Installation, Traffic Signal – LPSM 63601-2000 System Installation, Lighting – LPSM 64604-3000 Fixture, Pedestrian Railing – 270 LNFT 64704-0000 Mitigation, streambed channel realignment - 400 LNFT Option X: 40101-0600 Asphalt Concrete Pavement. Gyratory Mix, 1/2 -inch Nominal Maximum Size Aggregate, 0.3 to <30 Million ESAL Roadway – 4,000 TON 41301-0600 Asphalt Pavement Milling, 2-Inch Depth – 24,000 SQYD Construction is anticipated between November 2022 and December 2024. Estimated total cost is between $10,000,000 and $20,000,000. This will be solicited as full and open competition.