RFQ- Addendum 2

Description

ADDENDUM NUMBER TWO TO THE REQUEST FOR QUALIFICATIONS FOR DESIGN PROFESSIONAL SERVICES LAKE COUNTY BOARD OF COMMISSIONERS AND LAKE COUNTY SHERIFF’S OFFICE ISSUED AUGUST 23, 2024 The County hereby amends the Request for Qualifications as follows: 1. The County received the following requests for information and responds to each below: RFI No. 1: Will the Geotechnical Engineering report by SME be issued to the special inspection firms? Response: Yes, please see attached. RFI No. 2: RFQ Page 9, 3.3 A a. Does this project require pre/post-tension cables? Response: No. RFI No. 3: RFQ Page 9, 3.3 B a. Reinforcing bar welding. Is there expected to be a need for welding of reinforcing bar, if so is please verify weldability testing is required. Response: RFI No. 4: Yes, weldable deformed bars at slab edge bent plates, periodic inspection required. RFQ Page 9, 3.3 C-E a. What type of post installed anchors are expected to be used for this project? Response: A combination of mechanical expansion/sleeve/screw anchors and adhesive anchors. Anchors to be installed into concrete and masonry. RFI No. 5: RFQ Page 10, 3.3 G -I a. What is the break schedule specification for concrete compressive strength cylinders? Response: b. How many cylinders will be required per set? Response: c. 1 at 7 days. 2 at 28 days, save 1 for 56 days if required. 4 cylinders per set Is shotcrete expected to be used on this project? Response: No RFI No. 6: RFQ Page 11, 3.4, 3 a. What specification will be used for Visual Stability Index? Response: N/A, no self-consolidating concrete RFI No. 7: RFQ Page 11, 3.5 a. As SME will be contracted for all soils work, does this include proofrolls, density testing, and aggregate base inspections for asphaltic concrete pavements and civil members? Response: We believe this is correct but will finalize so there are no gaps once a testing and inspections consultant is retained. b. Will SME be contracted with the entirety of foundation inspections including dimensions, reinforcing steel, and concrete? Response: No. reviewing of reinforcing steel and its’ placement along with concrete testing is a part of the testing and inspections scope of work. All the Geotechnical engineer will do is review soil conditions and proof rolling. RFI No. 8: RFQ Page 14, 3.8 - Firestopping a.