QnA 1.11.24.pdf

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UT FTNP CARE 10(2) 100(1) – CAPITOL REEF NATIONAL PARK
Solicitation number
6982AF23B000031
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About this file

This document contains questions and answers from an advertisement for a federal construction contract opportunity at Capitol Reef National Park. The project scope includes rehabilitation of approximately 6.40 miles of road, two parking lots, and various pavement preservation work. Questions addressed centerline and elevation plans, concrete certification requirements, and the allowance of fly ash as a substitute in concrete mixes. Rehabilitation work will repair roadway cracking and deteriorated pavement sections. Pavement preservation efforts include crack sealing, asphalt patching, micro sealing, and chip sealing. The estimated value ranges from $10-20 million. The contract is sought by the Department of Transportation Federal Highway Administration.

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Other files

File Type Posted
Bid Tabs - UT NP CARE 10(2)100(1).pdf PDF
Bid Opening Summary Capitol Reef.pdf PDF
A001.pdf PDF
Capitol Reef Drainage Memo for Visitor Center Drainage.pdf PDF
Pavement Report.pdf PDF
6982AF23B000031.pdf PDF
UT NP CARE 10(2) 100(1) Plans.pdf PDF

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Questions and Answers during Advertisement for UT FTNP CARE 10(2) & 100(1), Capitol Reef National Park

January 11, 2024

Questions Answers 1 Is the centerline and super elevation set already for this project?

Where can that information be found?

Yes, centerline and super elevation are completed and will be supplied to the contractor for roadways and Parking lots being reconstructed. See the summary of quantities for the survey items required on the project.

The centerline information is provided on the plan C sheets. The design roadway alignments and profiles and cross section information will be provided to the contractor after the project has been awarded.

2 Can the concrete plant be exemption from state certification requirements but still meet all other requirements in the specifications?

No State Certification is requirement is needed for concrete.

3 Is fly ash required?

Fly ash can be substituted based on a approved mix design history provided by a contractor. Below is the information in the specifications

725.04 Pozzolans. Delete line (a) and substitute the following:

(a) Fly ash. Conform to AASHTO M 295 4.5 percent max Class C or Class F.

When used to mitigate alkali-silica reactivity, also available alkalies as equivalent Na2O

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