CO FLAP 1099(1) - Lake Pueblo Road & Trail Improvements
Department of Transportation, Federal Highway Administration (FHWA) | Published August 14, 2015 - Deadline September 30, 2015
THIS IS NOT AN INVITATION FOR BID, PLANS AND SPECIFICATIONS ARE CURRENTLY NOT AVAILABLE. THE TENTATIVE ADVERTISEMENT DATE IS AUGUST 31, 2015. THIS PROJECT WILL BE ADVERTISED ON A FULL AND OPEN BASIS.
This project is located in Lake Pueblo State Park, Pueblo, Colorado. The project totals 6.41 miles roadway rehabilitation, 13 miles of trail rehabilitation, and two prefabricated bridges. The project consists of minor grading, drainage reconstruction, asphalt pavement pulverization and rehabilitation, asphalt pavement, concrete pavement, signing, striping, new guardrail, new refabricated pedestrian bridges, and concrete roadway bridge rail replacements.
Type of Construction: minor widening, asphalt pulverization, minor grading, drainage, aggregate base, asphalt paving, concrete paving, prefabricated pedestrian bridge construction, erosion control, signing and striping, and temporary traffic control.
This project consists of:
Schedule A: Minor Widening, Pulverization and paving 3.2 miles of Juniper Road and 13 miles of pedestrian trails, bridge rail construction and pedestrian bridge construction
Significant Items for Schedule A Include Approximately: 10,500 LNFT of silt fence; 9,100 LF of sediment logs; removal of 7,600 LNFT of guardrail; 125 Sqyd of bridge deck removal; 8,500 CY of roadway excavation; 1200 CY of waste; 105,000 SQYD of asphalt pulverization; 30,000 tons of roadway aggregate; 17,000 tons of superpave asphalt paving; 53,000 SQYD of 5" thick concrete pavement; 2 prefabricated 120' steel bridges; 110 CY of structural concrete; 225 LNFT of concrete bridge rail; 325 LNFT of pipe culvert placement; 4,600 LNFT of concrete curb; 6,000 LNFTof guardrail; 10,000 SQYD of rolled erosion control product; 80,000 LNFT of epoxy pavement markings; 1200 flagger hours.
Option X: Minor widening, subexcavation, bridge rehabilitation, pulverization and paving of 1.2 miles of Juniper Road and North Marina Road.
Significant Items for Option X include Approximately: 1300 CY of Roadway excavation; 4,000 tons of roadway aggregate; 20,000 SQYD of asphalt pulverization; 8,000 tons of superpave asphalt paving; 200 LNFT of concrete curb; 425 LNFT of guardrail; 100 LNFT of concrete bridge rail; 34,000 LNFT of epoxy pavement markings; 1000 flagger hours.
Option Y: Minor Widening, Pulverization and paving 0.65 miles of Reservoir Road.
Significant Items for Option Y include Approximately: 9,500 SQYD of asphalt pavement pulverization; 1,400 tons of roadway aggregate; 4,000 tons of superpave asphalt paving; 13,800 LNFT of epoxy pavement markings.
Option Z: Pulverization and paving 0.95 miles of South Marina Road and Juniper Road.
Significant Items for Option Z include Approximately: 14,000 SQYD of asphalt pavement pulverization; 1,400 tons of roadway aggregate; 4,000 tons of superpave asphalt paving; 20,000 LNFT of epoxy pavement markings.
The contracting range for Schedule A and all Options is $8,000,000 to $12,000,000.