B09_MM__Sign_in_Sheet___Trifold_Repair_West_Wing_of_FM201_0001.pdf

Repair West Wing of FM201 for Seismic Strengthening, Solicitation #140P2022R0072

GOGA 212511D

August 24, 2022

Pre‐bid Site Walk Meeting Minutes

A bid walk for this project was held on Wednesday, August 24, 2022 at 9:00 am PT. All contractors were briefed that morning to submit all questions in a written format and that no questions will be answered during the pre‐bid site walk. The meeting was led by Project Manager, Christina Watson and Chief of

Project Management at GOGA, Barbara Butler, where they showed the areas that were part of the scope of the project to the contractors. The contractors were given time to take pictures and walk the areas in building 201 at Fort Mason. Due to HAZMAT constraints and other safety concerns there were areas that were not viewed during this pre‐bid site walk which include the basement and roof of building 201. Photos will be provided of the basement, roof and attic in Amendment 1 to solicitation

#140P2022R0072. There were 7 people who attended and for more information as to who participated please see the attached sign‐in sheet .

Attachment: Sign‐in sheet

Project Location:

Golden Gate National Recreation Area, CA

During Site Visit, Direct all Questions to Joelle Mascarenas (Contracting officer) or Christina Watson (Project Manager)

Verbal responses do not change the solicitation documents

Changes to the solicitation documents shall be made by formal written amendment only

Pre-proposal Conference/Site Visit meeting notes, attendance information, questions, and answers will be issued by a formal written amendment to the solicitation following the site visit.

Preproposal Conference/ Site Visit - Wednesday, August 24, 2022, 9:00 am PT.

Request for Proposals No.

140P2022R0072

CO: Joelle Mascarenas joelle_mascarenas@nps.gov

CS: Gabriel Castellanos gabriel_castellanos@nps.gov

All written questions are to be submitted to the email addresses above.

QUESTIONS AFTER

PREPROPOSAL CONFERENCE

• All questions are to be submitted in wrtitng to both Joelle Mascrarenas, Contracting Officer (CO), and Gabriel Castellanos, Contracting Specialist (CS).

• Questions directed to any other Government team member will be redirected to Ms. Mascarenas or Mr.

Castellanos. No answers will be provided by any other team member. All questions and answers will be provided to all prospective offerors by amendment to the solicitation.

• Request for Proposal (Solicitation Document) shall only be changed by formal amendment issued by the Contracting Officer at the website – www.SAM.gov

Award of a Contract:

This contract is a Design Bid Build using the best value continuum tradeoff process defined at FAR Part 15.1.

Alternate proposals shall not be considered or accepted.

The government intends to evaluate proposals and award a contract without discussions with offerors; therefore the offeror’s initial proposal should contain the offeror’s best terms from a cost or price and technical standpoint. The government reserves the right to conduct discussions if the CO later determines them to be necessary.

GOGA 212511D, Repair West Wing of Fort Mason Building 201 for Seismic Strengthening

52.211-10 Commencement, Prosecution, and Completion of Work - Commence work within 10 days after NTP. Complete no later than 450 days after NTP.

1452.228-70 – Liability Insurance: The contractor shall procure and maintain during the term of this contract and any extension thereof liability insurance in form satisfactory to the CO by an insurance company which is acceptable to the CO. The amounts of insurance shall be not less than:

$100,000 each person $500,000 each occurrence $1,000,000 property damage

Special Requirement 1: Option for Additional Services – Separately Priced Line Items Contract Line Items 4 through 11 have been identified as Option Line Items and may be awarded at the time of award or at any time without change to price up to 90 days after award at the price negotiated in the contract schedule.

Special Requirement 2: KEY PERSONNEL See Solicitation Clause for specific requirements.

Special Requirement 3: KEY TRADES See Solicitation Clause for specific requirements.

Special Requirement 4: WORKING IN

FEDERAL BUIDLINGS OR FEDERALLY

CONTROLLED INDOOR WORKSPACES

See Solicitation Clause for specific requirements.

Clauses Section L Instructions for the Submission of Offers

Proposals are due September 19,2022, 8:00 am PDT

Volume I – Technical Proposal Volume II - Business and Price Proposal Alternate proposals SHALL NOT be considered The Government may award without discussions Send electronic proposals to the CO, CS, and CS_DSC_Proposal_Submission@nps.gov

Submissions shall contain the solicitation number, park-PMIS, and number of total emails (example in solicitation)

Evaluation Factors:

The evaluation factors are correlated to the proposal preparation instructions.

Factors 1- 5 are listed in descending order of importance.

Overall: All evaluation factors, other than price, when combined, are significantly more important than price.

FACTOR 1 – PROJECT EXPERIENCE

FACTOR 2 – TECHNICAL APPROACH

FACTOR 3 – KEY PERSONNEL EXPERIENCE

FACTOR 4 – SCHEDULE

FACTOR 5 – PAST PERFORMANCE

Refer to solicitation for specific information on submission requirements and evaluation

SUBMISSION AND EVALUATION OVERVIEW OF PROJECT

This project will strengthen critical structural components of the Fort Mason Building 201 Headquarters Building for Golden Gate NRA. The 105-year-old 44,000 SF structure serves as the main Administrative Building for the park. The improvements will bring the building in to compliance with current seismic codes (California Historic Building Code 8-706.1, CHBC 8-706.3 and ASCE 7-10, 41-13). This phase of the project will be completed using Line-Item Construction funding identified in Component D. This project will address the wood framed West Wing of the building, approximately 26,000 SF of occupied space. This phase will install a new steel moment frame within the core of the wing, install plywood shear panels on selected areas of the exterior walls, add and/or strengthen footings, improve connections between existing gravity members, and strengthen floor and roof diaphragms. The project will address seismic resiliency of the mechanical, electrical, and plumbing systems in their respective wings. Completion of this project in phases allows less interruption to park operations through the temporary relocation of staff within existing space during construction. No additional temporary workspace is envisioned.