Pre-Bid Slides-TUMR 232115-Allied Support Small Arms Range with CE portion.pdf

PRE-BID MEETING CONFERENCE

ALLIED SUPPORT SMALL ARMS

RANGE

Solicitation No. W50S9324B0001 Project No. TUMR 232115

156th WG Muniz PR ANG Base, Carolina

12 March 2024

W50S9324B0001 Allied Support Small Arms Range Construction at

156th Wing Muñiz Air National Guard Base Carolina, PR

Tuesday March 12, 2024 9:30 AM/0930 Hours

Building 16 Room #157 156th Wing Muñiz Air National Guard Base

Carolina, PR

Introductions

Maj Ricardo E. Basora Rovira Contracting Officer’s Representative

Base Civil Engineer

Maj. Rolando Perez Base Contracting Officer 156th Contracting Office

Angel F. Solis Contract Specialist

156th Contracting Office

Synopsis

• Solicited as an Invitation for Bids

• Project is being solicited as Total 100% Small Business Set-Aside

• Project construction has a Magnitude of between $500,000 and $1,000,000

• A Firm-Fixed Price Contract will be awarded

Solicitation

• On The Web – Direct link:

https://sam.gov/opp/186aa2a3488748e6a1c8fc3

7e908e304/review or

• https://sam.gov/content/home

DISCLAIMER

Offerors are strongly cautioned to carefully read the requirements of the solicitation and comply accordingly.

Important Reminder

The Government intends to award without discussions and there may not be a chance for corrections, or revised bids.

Submission Requirements

• Solicitation, Section 00 10 00, Item 9 shows list of all documents required to be submitted with bid package

• An original and one (1) hard copy along with one (1) digital of complete Bid Package are required

Submit sealed envelope marked:

BID No. W50S9324B0001

• Offeror portion of SF1442

• Original must have original signature of individual authorized to bind the company (Blocks 14 – 20)

• All amendments to the solicitation must be acknowledged

• Section 00 10 00 Bid Schedule – Pricing Info for all line items

• A valid Bid Bond, Standard Form 24

• Section 00 45 00 , Reps & Certs with updates

• Validate that Online Representations and Certifications System for Award Management https://www.sam.gov are accurate.

Bid Due Date

PUBLIC BID OPENING

Actual date will be on the solicitation 1000 Hours (10:00 AM local time)

18 April 2024 Building 16 Room #157

156th Wing Muñiz Air National Guard Base Carolina, PR

No facsimile or electronic offers

Bid Due Date

• Mail at your own risk!!!!

• Must be delivered a day prior to bid opening so Government can transport to Bid Opening

• Must be accepted by signature of Government Contracting Officer

• Address in Block 7 of SF 1442:

ATTN: Maj Rolando Perez-Contracting Office Building 29, 156th Wing Muñiz Air National Guard Base, Carolina, PR 00979

Bid Evaluation

• Award will be made based on PRICE

• Must submit all documents shown in Section 00 10 00, Item 9.

• Failure to furnish a complete bid package may result in elimination from competition.

• All Bid Prices will be opened and read/displayed publicly during Bid Opening.

• A Compliance Review of Bid Package and a Determination of Responsibility will not be done publicly.

• Therefore, only the APPARENT LOW will be determined on-site.

(Section 00 10 00) Line Item 0001

• The Contractor shall provide supervision, all plant, labor, transportation, materials, tools, equipment, appliances, fuel, supplies, services, permits, and insurance necessary to provide reinforced concrete foundation and pad to support installation of prefabricated, modular relocatable small arms range containers.

Provide for utilities, foundations, communications infrastructure, lightning protection, and electrical grounding at 156 WG Muñiz Air National Guard Base (ANGB), Carolina, Puerto Rico (PR) and quality control necessary, except as specified in Paragraph 3.0 as Government Furnished items and specified in paragraph 5.0 (Requirements) contained in this solicitation Statement of Work (SOW) and in accordance contained drawings (Project number TUMR 232115). Construction/contract completion time is 120 days after notice to proceed to include inspection and punch lists. The project consists of an area of 52276F.

Contract Period of Performance

Construction period of performance is 120 calendar days after receiving the Notice To Proceed

Important Reminders

Read the Solicitation.

Submit a complete Bid Package in accordance with instructions.

Davis Bacon Wage Rates PR20240002 dated 01/05/2024.

https://sam.gov/content/home – Wage Determinations

How Questions Will Be Handled

• Questions must be submitted via email to:angel.solis.2@us.af.mil Submit questions no later than close of business (4:00PM EST) 26 March 2024.

• Questions received after this date may be held and addressed after IFB closing. (April 18, 2024)

• Do Not call Civil Engineering personnel- this will delay getting an answer.

Answers To Questions

• All questions, on a non-attribution basis, and the answers will be posted to the website https://sam.gov/content/home

• If necessary, Addendums, issued by an Amendment will also be posted. (Be sure to acknowledge them in block 19 of your

SF-1442)

• Pre-proposal Slides and Attendance will be posted.

• Check website regularly and don’t forget to refresh web page.

Helpful Websites

• https://sam.gov

• https://www.acquisition.gov/

• www.dol.gov/compliance

• https://www.gsa.gov/forms

Site Visit Safety Briefing

Important information to know before we begin our site visit.

Questions ???

Project Summary

The Air National Guard has purchased a mobile shooting range that requires “Support Infrastructure” (Attachment 3)

5.1.1 Provide all required infrastructure IAW UFC 1-200-01

DOD BUILDING CODE for the Small Arms Range equipment to be installed in a “plug and play” style, to include, but not limited to:

civil site work, foundation, slab on-grade, access to and from facility and underground main electrical and communications connection.

The equipment design that has been purchased is provided in Attachment 3, so the equipment can be installed and plugged without issues. All designs to be reviewed and submitted shall be completed by a licensed engineer.

5.2 Site Prep

5.2.1 All site preparation work shall be compliant with UFC 3-301-01 Structural Engineering, latest version, UFC 3-220-01 Geotechnical Engineering, latest version, and the Puerto Rico Building Code, latest applicable version.

5.2.2 Contractor shall prepare civil site area above the 100-year storm maps, as provided by Federal Emergency Management Agency (FEMA), and compliant with UFC 3-301-01 elevation requirements above floodzone. Contractor shall submit a civil site soil lift plan with passes & compaction requirements and a Final Civil Site Elevation plan, IAW 11.2 Submittal list.

5.2.3 Once final elevation is prepared above flood zone, access to facility will need to be provided IAW NFPA 101. Staircases, ramps, and sidewalks are to be considered and submitted.

5.2 Site Prep

5.3 Foundation

5.3.1 All foundation work shall be compliant with UFC 3-301-01 Structural Engineering, latest version, and the Puerto Rico Building Code, latest applicable version…

5.3.2 The main purpose of this section is to provide foundation that can withstand the forces calculated, per the attachment 3.

5.3.3 Contractor shall validate footer design in attachment 3 and if needed, take soil samples, to validate or improve soil classification assumptions (Class D). Contractor shall submit a Final Foundation plan, after verification, IAW 11.2 Submittal List.

5.3.4 Concrete shall not be mixed on site for foundation

requirements. It must be mixed and prepared in a concrete batch plant, IAW UFC 3-301-01 strength requirements and attachment 3 guidance. Compression and flexible strength results are to be submitted.

5.4 Slab-on-grade

5.4.1 All slab on-grade work shall be compliant with UFC 3-301-01 Structural Engineering, latest version, and the Puerto Rico Building Code, latest applicable version.

5.4.2 Slab on-grade design shall comply with load assumptions, per attachment 3, to include all the pads. Contractor shall validate slab-on-grade design in attachment 3 and submit a Final slab-on-grade plan, IAW 11.2 Submittal List.

5.5 Concrete shall not be mixed on site for foundation

requirements. It must be mixed and prepared in a concrete batch plant, IAW UFC 3-301-01 strength requirements and attachment 3 guidance. Compression and flexible strength results are to be submitted.

5.3 Foundation & 5.4 Slab-on-grade

See S Sheets in Attachment 3

5.5 Electrical

5.5.1 All electrical work shall be compliant with UFC 3-501-01 Electrical Engineering, the latest version, the Puerto Rico Building Code, latest applicable version, and National Electrical Code (NEC), applicable standard.

5.5.2 The main purpose is to underground connect the facility to a primary high voltage line, via a new transformer, to properly function. The load requirements are provided by the design in attachment 3 and the connection to the base is on attachment 5: Electrical & Communications Site Plan.

5.5.3 Per attachment 5, contractor shall design a connection from the primary high-voltage to a transformer, to the facility main electrical connection and provide a final Electrical Connection Plan for Government review and acceptance.

5.5.3.1 Primary line needs to be in the proper conduit, per code & criteria, and at least four (4) feet deep, IAW UFC 3-501-01 & NEC.

5.5.3.2 The transformer shall handle the load capacity designed and properly connect the high-voltage line to the facility, per attachment 3, and provide a corrosion resistant assembly.

5.5.4 A meter shall be installed before the final facility connection that will read the electrical consumption of the facility. The meter shall be legible visually and also provide the ability to read remotely via internet application accessible by the Base Civil Engineer.

5.5.5 Refurbish the primary high-voltage line manhole IAW code & criteria requirements, to include but not limited to: primary elbows, lightning protection, splice bar, etc. Pictures are provided on attachment 6: manhole pictures.

5.6 Comm Support

5.6.1 Provide three (3) four-inch (4”) conduits in a concrete encased ductbank, each with one (1) 3-inch (3”), 3-cell, fabric mesh innerduct with pull strings. These conduits shall extend from maintenance hole MH-24 to the point of entry, per attachment 5.

5.6 Comm Support

Add’l Info

5.7.1 As builts for all work shall be provided in paper, pdf to scale and CAD format, as part of the final project documents and acceptance. Project will not be considered complete nor final payment considered without as-builts submitted.

5.7.2 A DD1354 will be prepared by the contractor as part of the as-built submittal, IAW DAFI 32-9005 Real Property Accountability.

5.8.1 Signage: Any required signs, IAW UFC 3-120-01 Design:

Sign Standards, shall be provided and installed.

5.8.2 Project Construction sign: The contractor shall install a project sign compliant with UFC UFC 3-120-01 Design: Sign Standards, paragraph 3-7.5, and UFGS 01 58 00. Sign shall be submitted for review and approval of COR before approval.

Ensure the sign has the following information: 156th Wing emblem, Prime BEEF emblem, Contractor Name POC, and Base POC’s names (COR & Base Civil Engineer).

Add’l Info

5.8.3 Project site: contractor shall secure the project site

completely with construction fencing. Signane shall be posted to not enter site, IAW OSHA & Safety AFI requirements.

5.8.4 Laydown yard: The contractor shall submit a laydown yard request for base consideration. Laydown yard shall me limited in size and submittal must be justified with a site plan and material expected. Laydown yard shall be co-located with project site.

5.8.5.1 All manuals for maintenance of the equipment shall be provided in English & Spanish.

5.8.5.2 Contractor shall offer two (2) training sessions, one in English and one in Spanish, in to maintain, troubleshoot, and operate the transformer, and a walkthrough of the main area of the project to the Civil Engineer Squadron, Operations Flight. The training shall be coordinated through the COR with sufficient notice, at least two (2) weeks.