SOO MXDP 24-5000 Constructed Covered Storage Facility Marina.pdf

Statement of Objectives

Project Name: Construct Covered Storage Facility, Marina Project Number: MXPX 24-5000

Project Location: Laughlin AFB, TX

Date: 31 July 2024

1. Introduction

2. Scope of Work

3. Submittals

4. Designer of Record

5. Period of Performance (PoP)

6. Meetings/Training

7. Attachments

STATEMENT OF OBJECTIVES

MXPX 24-5000 Construct Covered Storage Facility, Marina 31 July 2024

1. Introduction

1.1. Purpose

1.1.1. Southwinds Marina plays a vital role in morale at Laughlin AFB, TX. The marina provides year-round recreational support to service members and generates revenue. Laughlin AFB is seeking a safe place to store boats and protect them from the weather. Currently, there is no weather protection for boats in the fenced-in lot at the marina. This area (Del Rio, TX) is susceptible to hail, flash floods, and extreme heat that can damage maritime property such as boats and jet-skis.

1.2. Location of Work

1.2.1. Southwinds Marina, boat storage lot, Attachment H.

1.2.1.1. Address: 1522 Marina Access Road, Del Rio, TX 78840

1.2.1.2. GPS: 29°28'14.5"N 101°02'10.7"W

1.3. Within this document, the following shall be consistent:

1.3.1. When “the Government” is mentioned, it is a representation of the Contracting

Officer (CO), and the Contract Specialist (CS).

1.3.2. When “the Contractor” is mentioned, it is a representation of the prime contractor, all sub-contractors, and all other parties working with or for the prime contractor.

2. Scope of Work

2.1. The Contractor shall furnish all materials, labor, tools, equipment, transportation, and all other incidentals necessary to complete the work outlined in this Statement of Objectives (SOO) to construct a covered storage facility for the fenced-in boat storage area at the Southwinds Marina.

2.2. This project is a design-build contract. The Contractor shall be responsible for producing a complete and usable design and its construction, produced by a licensed professional engineer.

2.3. All work on this project shall be accomplished in accordance with, but not limited to, the latest editions of the following and all specifications cited therein:

2.3.1. Attachment B, Laughlin AFB Division 01 General Specifications

2.3.2. Attachment C, Laughlin AFB Environmental Quality Construction

Specifications

2.3.3. Attachment D, Laughlin Installation Facility Standards

2.3.4. UFC 1-200-01 DoD Building Code

2.3.5. UFC 1-200-02 High Performance and Sustainable Building Requirements

2.3.6. UFC 3-101-01 Architecture

2.3.7. UFC 3-110-03 Roofing

2.3.8. UFC 4-010-01 DoD Minimum Antiterrorism Standards For Buildings

2.4. Existing Conditions

2.5. Design Requirements

2.5.1. The Contractor shall complete a complete and usable design for a 100’ by 35’ covered storage facility that will accommodate at a minimum 9 boats at

Southwinds Marina. All designs and drawings shall be prepared by a registered professional engineer of the required disciplines.

2.5.1.1. Each bay shall be 25' by 35' with four total bays. The covered storage facility shall have a clearance of at least 12' between the ground and the ceiling structure on the Northwest opening. The roof will have a 3/12 single sloped roof towards the Southwest side with a backside total height no less than 10 feet. There will be a 12-inch vent between the roof and the backside panels.

2.5.1.2. The overhead protection structure will use 22-gauge Steel R panels for the roof and contain steel columns that will support the 100’x 35’ structure.

2.5.1.3. The roof paneling and all steel structure will have the same paint and be applied in accordance with the manufacturer, prior to construction.

2.5.1.4. The covered storage facility shall be free standing with new concrete column footings placed along the edges of the facility in the gravel storage lot.

2.5.1.5. The covered storage facility shall be able to withstand both positive and negative wind loads. The Contractor shall be responsible for researching all historic weather conditions in the local area and install overhead protection that will withstand these conditions. The

Contractor shall design structure to meet regional wind loads as per

UFC 1-200-01 DOD Building Code. The Contractor may use https://ascehazardtool.org to research weather conditions.

2.5.1.6. The dead load of the covered storage facility shall consist of the structural frame and all other materials of the structure and meet UFC requirements.

2.5.1.7. Grounding rods shall be installed with the overhead protection structure for protection against lightning. A complete Lightning Protection

System (LPS) is not required for this structure.

2.5.1.8. The overhead protection structure will be painted on the columns, roof panels, and fastened joints with a color choice approved by the

Government.

2.5.2. All design submittals shall be submitted in PDF format. The CAD drawings shall be compatible to the Autodesk AutoCAD 2020 version which is currently in use by the 47th Civil Engineer Squadron, Laughlin AFB, TX.

https://ascehazardtool.org/

2.6. Construction Requirements

2.6.1. The work on this project shall be planned to minimally impact the operations of

Southwinds Marina. The Contractor shall notify the customer at least 21 calendar days prior to the construction start date for the customer to prepare for any major disruptions.

2.6.2. Concrete testing for strength and cylinder breaks shall be conducted at 7, 14, and

28 days by a third-party testing lab, provided by the Contractor.

2.6.3. The Contractor will provide third party testing of fasteners for roofing and wall panels, to applicable wind loads.

2.6.4. The site location, approximately 3,500 SF must be cleared and regraded.

Crusher run gravel or graded aggregate base shall be used to regrade and provided by Contractor.

2.6.4.1. This project requires Facility Board Working Group approval from the

Government before construction may begin.

2.6.5. 135 linear feet of fencing must be removed prior to construction. The contractor will dispose of the fence. The new boat protection facility will serve as the new perimeter fence.

2.6.6. All work shall be performed during Southwind’s Marina and Laughlin Air Force

Base working hours (0730–1630) Monday through Friday. Work shall not be performed during federal holidays unless coordinated 7 calendar days prior with the Government.

2.6.7. The Contractor must submit a Work Clearence Request, Attachment I, at least 45 calendar days before construction or any subsurface testing begins.

2.6.8. Contractor shall ensure no damage occurs to the Marina or any of its property.

Any damage caused by fault of the Contractor outside the of the Statement of

Work shall be replaced by the Contractor at no charge to the government.

2.6.9. The Contractor shall perform the construction in accordance with the approved

100% design documents. Installation shall be in accordance with all the manufacturer’s recommendation and any subsequently referenced specifications therein.

2.6.10. The Contractor shall clean the site and restore it to its original condition or better completed daily and when construction of the overhead protection structure is complete and usable.

2.6.11. A laydown yard is in the existing fenced in boat storage lot, Attachment H. The

Contractor shall submit a request for a laydown yard as specified in Attachment

C, Laughlin AFB Environmental Quality Construction Specifications Section

3.3.1 and follow procedures for maintaining it within Attachment B, Laughlin

AFB Division 01 General Specifications Section 12.3. See attachment for laydown yard locations.

3. Submittals

3.1. The Contractor shall submit all submittals, see Attachment G, Schedule of Material

Submittals, to the Government to review for approval/disapproval.

3.2. The Contractor shall submit a signed Progress Schedule Form similar to

Attachment E, Progress Schedule Form and Progress Report, depicting an overall breakdown and schedule for the main elements of work for the PoP. For more details, see Attachment D, Division 01 Specifications, section 6.1.1.

3.3. The Contractor shall provide the following design submittals:

3.3.1. Intermediate Design (65%) – The Contractor shall submit the Intermediate

Design (65%) package including:

3.3.1.1. Design Analysis: one digital copy (PDF)

3.3.1.2. Summary of Site Investigations: one digital copy (PDF)

3.3.1.3. Drawings: one digital copy (PDF)

3.3.1.4. Draft Specifications: one digital copy (PDF)

3.3.1.5. Draft Submittal Register: one digital copy (PDF)

3.3.1.6. Design Calculations: one digital copy (PDF)

3.3.2. Pre-Final Design (95%) – The Pre-Final Design package shall include all comments/corrections from the 65% design review. The Contractor shall submit a Pre-Final Design (95%) package including:

3.3.2.1. Design Analysis: one digital copy (PDF)

3.3.2.2. Drawings: One 24x36 inch paper copy (D size) and one digital copy

(PDF)

3.3.2.3. Draft Specifications: One paper copy (PDF)

3.3.2.4. Draft Construction Schedule: one digital copy (PDF)

3.3.2.5. Draft Submittal Register: two digital copies (PDF and Microsoft Excel)

3.3.2.6. Design Calculations: one digital copy (PDF)

3.3.3. Final Design (100%) – The Final design package shall include all comments/corrections from the 95% design review. The Contractor shall submit a Final Design (100%) package including:

3.3.3.1. Design Analysis: one digital copy (PDF)

3.3.3.2. Drawings: One 24x36 inch paper copy (D size) and two digital copies

(one PDF and DWG format)

3.3.3.3. Specifications: One paper copy and one digital copy (PDF)

3.3.3.4. Construction Schedule: one digital copy (PDF)

3.3.3.5. Submittal Register: two digital copies (PDF and Microsoft Excel)

3.3.3.6. Design Calculations: one digital copy (PDF)

3.3.4. The Contractor shall submit design packages in accordance with the schedule in

Table 1.

3.3.5. The Government shall require up to 21 calendar days for review of each design submittal. The Government shall provide review comments to the Contractor and a design review teleconference shall take place after each design submittal within 5 business days of returned comments to the Contractor.

3.3.6. The Contractor shall provide a construction schedule with the 95% and 100% design submittals. The schedule shall represent the construction plan on how the work shall be sequenced and accomplished based on the requirements outlined in the design.

3.4. The Contractor shall provide the Government with as-built drawings of the overhead protection structure after construction is complete. One 24x36 inch paper copy (D size) and two digital copies (one PDF and one CAD format).

3.5. Warranty

3.5.1. The new overhead protection structure shall have a material warranty that has no dollar limit, is from a single source manufacturer, and has a minimum duration of 10 years. The Contractor shall also provide a 1-year workmanship warranty that covers that covers all work performed by the Contractor and all requirements in this SOW.

Table 1. Design Submittal Schedule Design Submittal Delivery Date

65% Intermediate Design 63 calendar days after NTP #1

95% Pre-Final Design 35 calendar days after Government approves

65% design submittal

100% Final Design 21 calendar days after Government approved

95% design submittal

4. Designer of Record

4.1. The term “Designer of Record” in the context of this project shall mean the principal professional Engineer. The Contractor shall serve as the “Designer of

Record.” The Contractor is accountable for all aspects of the completed design drawings.

5. Period of Performance (PoP)

5.1. This project shall have three Notices to Proceed (NTP):

5.1.1. NTP #1 shall be for design submittals and have a PoP of 90 calendar days. This time includes 32 days for government review.

5.1.1.1. This shall include the prefabricated engineering structure drawings.

5.1.2. NTP #2 shall be for pre-construction submittals and have a PoP of 30 calendar days. Contractor shall allow the Government up to 14 calendar days to review these submittals.

5.1.2.1. The Contractor will also use this time to pre-fabricate any metal structures before NTP #3 is issued and their related submittal has been approved.

5.1.3. NTP #3 shall be for construction and have a PoP of 70 calendar days.

5.1.3.1. NTP #3 shall not be issued until the metal structure frame, roof, wall panels, and trim have been fabricated and delivered to the site or secure storage location approved by the CO.

6. Meetings/Training

6.1. Refer to Attachment B, Laughlin AFB 01 General Specifications, section 6.2 for all meetings the Contractor is expected to participate in throughout the duration of the project. Additional meetings may be held as required.

6.2. Refer to Attachment B, Laughlin AFB 01 General Specifications, section 2.4 for all required trainings the Contractor will need to complete. These trainings will include OPSEC, IP, and ATFP training.

7. Attachments

A. Conceptual Design

B. Laughlin Air Force Base Division 01 General Specifications for Construction Projects

C. Environmental Quality Construction Specifications Laughlin Air Force Base

D. Laughlin AFB Installation Facility Standards (IFS)

E. Progress Schedule Form and Progress Report

F. AETC Installation Excellence Guide

G. Schedule of Material Submittals

H. Site Map and Laydown Yard

I. Work Clearance Request Form

J. Laughlin AFB Architectural Compatibility Guide