QnA_10.3.2019.pdf
PDF 156 KB Posted
- Attached to
- CA FLAP NEV 40(1) Donner Pass Road
- Solicitation number
- 6982AF19B000002
About this file
This document contains questions and answers regarding a solicitation for a federal-aid highway project located on Donner Pass Road in California. The project will rehabilitate 6.54 miles of existing pavement and widen shoulders for bike lanes, including drainage, signing, striping and guardrail improvements. Significant work quantities include 7,500 cubic yards of roadway excavation, 195 cubic yards of rock excavation, 12,000 cubic yards of aggregate base, and 20,000 tons of asphalt pavement. The document provides specifications for pavement marking types and dimensions. The anticipated cost range for Schedule A is $10 million to $14 million. Construction is planned from spring 2020 to fall 2021, with anticipated advertisement in late winter 2019, bid opening in late winter to early spring 2020 and award in late winter to early spring 2020.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Bid Tabs.pdf | ||
| Bid Opening Summary Donner Pass.pdf | ||
| A009.pdf | ||
| A008.pdf | ||
| A007.pdf | ||
| A006.pdf | ||
| A005.pdf | ||
| A004.pdf | ||
| QnA_11.1.2019.pdf | ||
| A003.pdf | ||
| QnA_10.30.2019.pdf | ||
| A002.pdf | ||
| QnA_10.28.2019.pdf | ||
| A001.pdf | ||
| QnA_10.17.2019.pdf | ||
| QnA_10.9.2019.pdf | ||
| Pavements_Report.pdf | ||
| Geotech_Report.pdf | ||
| Donner_Pass_Road_X-Z_Sheets_Stamped.pdf | ||
| Hydraulics_Report.pdf | ||
| Donner_Pass_Plans.pdf | ||
| 6982AF19B000002.pdf |
Show all 22
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Questions and Answers during Advertisement for
CA FLAP NEV 40(1) Donner Pass Road
October 3, 2019
Questions Answers
1 Requesting clarification for bid item A2120 63402-2300
PAVEMENT MARKINGS, TYPE L, SOLID:
What is the required formulation for Type L Markings for the above referenced project (4:1) or (98:2)? Caltrans always requires
4:1 within this region as this is the most common equipment available for this region.
Use a 4:1 formulation.
2 For the blue this would have to be a 98:2 material as blue is not manufactured as a 4:1. Will Type D epoxy Paint or Preformed
Thermoplastic be acceptable for the 400 LF of Blue 4” Lines?
Yes, either would be acceptable. However, Paint is preferred to remain consistent with other longitudinal markings.
3 What is the required mill thickness for the Type L Pavement markings 60Mils, 90Mils, ETC
Install the pavement markings at 90Mils
4 Are the Type L Line being recessed and if So what is the required depth of the recess?
Recess depth should be a minimum of .11 inches.
File details come from the government source that posted it. Updated .