Questions_and_Answers.pdf

**Note – This attachment does not become part of the resultant contract**

Pre-Proposal Offeror Questions and Government Responses Repair Road 690 U-01

FA4528-17-R-0016

14 June 2017

Question Answered 13 June 2017

1. Q: The revised plans for this project still have some discrepancies between the hatching and the plan notes that make it hard to understand what they are wanting. Can you tell me if the loop road is supposed to be new 6” Concrete or new 6” Asphalt, sheet CP-101? The hatching shows concrete and the note says asphalt.

A: Note 2 should be Note 3. The loop is 6" of Concrete.

Questions Answered 9 June 2017

1. Q: Plan Sheet CD-100 - Please clarify which curb & gutter is to be removed. Some of the C & G is shown with symbol 5 but is not shaded.

A: See revised drawings.

2. Q: Plan Sheet CD-100 - The loop road on the NW corner of the project is shown as 2" milling, while plan sheet CP-101 it will be full depth replacement. Please clarify.

A: See revised drawings.

3. Q: Clarify scope of work at sidewalk and curb & gutter in front of building 692. Shading shows 2" mill asphalt.

A: See revised drawings.

4. Q: Is the existing concrete valley gutter where the North road meets Minuteman Drive to be removed and replaced?

A: No.

5. Q: Spec. Section 01 32 01.00 10 - Will a CPM schedule be required for this project?

A: Yes.

6. Q: Spec. Section 01 35 26 - Are requirements of 40 Hour Contract Safety awareness required?

Electrical, fall protection, confined spaces, trenching and scaffolding are not part of the scope of this contract.

A: No they are no required if they are utilized within your work plan.

**Note – This attachment does not become part of the resultant contract**

7. Q: Spec section 32 01 16.17 - The spec requires that a 1-1/4" maximum size of the milled material.

This will require further processing of the milled material after milling and will add significant expense due to the small amount of material that will be salvaged. Can this requirement be waived?

A: Yes if milling machinery is unsuitable to provide the desired size this requirement can be waived.

8. Q: Spec section 32 11 12 - Aggregate Base specification makes 2 references to No. 635 Sieve. This seems to be a typo.

A: Correct should be “a. Sieve Analysis”.

9. Q: Spec section 32 11 12 requires proof rolling with a four tired roller with each tire weighing at least 30,000 pounds. I think this must be a typo.

A: Correct 3.5.7 is only required for Airfield Pavement and would not apply to this project.