QA_04-29-2021.pdf

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Attached to
AK PFH 59(2), Snug Harbor Road Paving and Bike Lane, Phase 2
Solicitation number
69056720B000012
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About this file

This document contains questions and answers regarding federal contract opportunity number 69056720B000012 for the Snug Harbor Road Paving and Bike Lane, Phase 2 project. The opportunity involves road paving and installation of a bike lane on Snug Harbor Road in Alaska. Geotechnical and hydrological information was not provided by the government since formal investigations were not conducted. Bidders are advised to bid accordingly without this subsurface data. Fiber roll installation and sequencing with other erosion control measures will be further clarified in Amendment A002.

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Other files

File Type Posted
Bid Opening Summary_Snug Harbor.pdf PDF
Amendment A002.pdf PDF
QA_04-28-2021.pdf PDF
QA_04-15-2021.pdf PDF
Amendment A001.pdf PDF
af05902_Plan.pdf PDF
IFB_Snug Harbor Road.pdf PDF
Physical Data_Snug Harbor.zip ZIP file

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Text version

AK PFH 59(2)

Snug Harbor Road Paving and Bike Lane, Phase 2

# General Technical Question Answer Date

1 X Is it required that the contractor participate in Phase I to participate in Phase 2?

No. 4/17/2020

2 X

I am hoping to find out if there are recent developments to the above mentioned opportunity? Is there an anticipated Solicitation timeframe release?

The posting of this solicitation onto beta.sam occurred on 4/1/2021. See https://beta.sam.gov/opp/869428ce1a944c 5f87c0bcef500af475/view.

4/14/2021

3 X Is there any geotechnical data (i.e. bore logs) regarding the material characteristics of the anticipated Roadway Excavation?

No. 4/15/2021

4 X Are there any rock cuts anticipated?

We will not be providing anticipated information. Bid accordingly.

4/15/2021

5 X Is there any subsurface water flow anticipated?

We will not be providing anticipated information. Bid accordingly.

4/15/2021

6 X Why is the government not sharing the geotechnical information that was used for this design?

Geotechnical information is not being provided because a formal geotechnical investigation of site conditions was not performed by the government.

4/28/2021

7 X Is there any hydrological information that was used for this design?

Hydrological information is not being provided because a formal hydrological investigation of site conditions was not performed by the government.

4/28/2021

Check General or Technical

8 X Will any "constant" surface or subsurface water flows have to be diverted to accommodate the construction?

Follow the requirements of FP‐14 Subsection 157.10.

4/28/2021

9 X

Vertical trench side slopes are shown on both of the underdrain system typical sections. Is rock excavation going to be necessary for any of these trenches? Will these slopes hold vertical?

We don’t know the exact conditions one will encounter in the field. Please bid accordingly.

4/28/2021

10 X

Please clarify the sequencing of Topsoil, Seeding, Rolled Erosion Control Product and Fiber Rolls. Is the process as follows:

i. Topsoil Placement

ii. Seed, Mulch, and Fertilize

iii. Rolled Erosion Control Product

iv. Fiber Rolls Installation *If the fiber rolls are installed over the top of the rolled erosion control product, how will the trenches/embedment for the fiber rolls be installed? Is the embedment for the fiber rolls to be excavated prior to the rolled erosion control installation?

This will be addressed under Amendment A002.

4/29/2021

File details come from the government source that posted it. Updated .