589A6-26-449, Resurface Campus Roads |ME (VA-26-00046776)

Amendment A0003 589A6-26-449 Resurface Campus Roads, Leavenworth Questions 12-16 Final Questions 12. Can the VA clarify the exact proposal submission requirements? Specifically, are physical binders and a CD mandatory, or is a strictly electronic submission via email acceptable?

Response: Follow the solicitation instructions. 13. Since the scope is limited to a 2" mill and overlay, how will the VA handle payment if the underlying base or subgrade is found to be failing or unsuitable once the milling is complete? Should offerors include a specific allowance for subgrade repair in our base bid, or will unforeseen base repairs be addressed via a differing site condition change order?

Response: Unforeseen can be addressed by change order if needed. 14. Regarding the replacement of the concrete service court, can the VA provide a detail for the "joint prior to scissor lift"? Specifically, does this require a standard expansion joint, or should the new concrete be doweled into the existing pad supporting the scissor lift?

Response: No detail. Expansion Joint 15. Can the VA confirm that standard latex paint is acceptable for all new pavement markings, or are thermoplastic markings required for durability in the high-traffic loading dock and service road areas?

Response: Latex 16. Please confirm whether one qualified onsite Prime Contractor representative may serve in a dual-hat role covering the Superintendent, SSHO, and Quality Control Manager responsibilities, or whether these roles must be filled by separate individuals onsite.

Response: To be Technically Acceptable, qualified offerors must submit a detailed resume of each key individual. This will be evaluated to determine if they have the appropriate technical training and or previous construction experience to meet the technical requirements of a project of this nature. No one individual can perform more than two of the staffing positions below:

Final END of Questions