SiteVisitNotes-19Q5009_1.pdf

SITE VISIT NOTES

W912MM19Q5009 – Repair Concrete Joints Buildings 40, 49 & 53 DATE: May 3, 2019 9:00 AM local

1. Solicitation document was discussed.

A. Function and Authority of Contracting Officer (KO) and other Government personnel was discussed.

B. Contracting Officer Representative (COR) WILL NOT be appointed for this project.

C. Government Point of Contract = Jake Erpenbach (Primary). POC responsibilities were discussed.

D. Performance Period for this project is 120 days after Notice To Proceed (NTP).

E. SECURITY - Consent for Background Checks Form is required to be submitted for all personnel accessing the base.

F. INSTRUCTIONS TO OFFERORS were discussed (Section 00100 of Solicitation/RFQ).

a. This project is posted at fbo.gov. Ensure fbo.gov is reviewed for most current information.

b. All amendments must be acknowledged as part of your quote.

c. Bid Bond is required in accordance with FAR 52.228-1. The Government will return bid guarantees to the unsuccessful firms as soon as possible after evaluation of quotes and to the successful firm upon execution of contractual documents and required performance and payment bonds as required.

d. Quotes currently due May 24, 2019.

2. STATEMENT OF WORK/PLANS/SPECS AND MISC PROJECT DISCUSSIONS

A. General Contractor will need to provide traffic barricades.

B. Project will need to be done in different phases. POL will need access to entrance of POL at all times.

C. Full time on-site superintendent is required by the general contractor while subcontractors are performing work In Accordance With the Specifications.

D. Work will be allowed on Mondays at the General Contractor request.

E. No work will be allowed 12 August 2019 – 21 August 2019 due to Sioux Falls Airshow.

F. It was identified during the site visit that a number of locations worsened due to the freeze thaw cycle and our pavements require additional crack and spall repairs. A revised set of drawings (which include a revised estimate of quantities) are attached (these are part of the Specifications from this solicitation).

The revised drawings also include additional details for Type B and Type C spalls.

Prepared by Jeremiah Minter