SOO for PAVE OTA final.pdf

UHHZ210404,

UHHZ150412,

UHHZ160138 STATEMENT OF OBJECTIVE

Build Only via Other Transactional Authority 01005

STATEMENT OF OBJECTIVE

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11 SEPTEMBER 2026

1. PURPOSE AND BACKGROUND

1.1. Objective: The objective of this project is to provide all labor, material, plant, equipment, supplies, and coordination required to execute the repair of the Runway, Taxiway C and a drainage system at Robins AFB, GA, utilizing a 100% Government-furnished design.

1.2. Background: The current runway and taxiway are deteriorating causing cracking, displacements, and ruts. The drainage located near the south of the runway is currently overgrown and needs to be adjusted. The work area is congested and impacted by various airfield operations. The runway and taxiway will remain in full or partial operation depending on in the phase of the project. Refer to the phasing plan for more details

1.3. OTA & RAPID Framework Approach: This project is being executed as an Area of Interest (AOI) under the overarching RAPID (Robins Agile Practices for Infrastructure Development) Umbrella Program Notice. In accordance with the RAPID framework, this project utilizes a Build-Only execution approach under the standalone statutory authority of 10 U.S.C. § 2808a.

Because the Government has provided a 100% completed design package and/or specific phasing and repair requirements, this project does not contain a collaborative design-builder phase. Instead, it transitions directly to rapid construction execution under a OTA structure to bypass administrative procurement lag

2. EVALUATION AND SELECTION CRITERIA

2.1. Overview

The Government will utilize a two-step, Best-Value selection process mapped to the RAPID framework to select the Company. The evaluation process consists of:

• Step 1 RAPID Phase 1 Equivalent Evaluation of written Solution Brief to establish a short-list of the most highly qualified firms. Price is not evaluated in Step 1.

• Step 2 RAPID Phases 2 & 3 Equivalent Interactive Pitch Presentations/Interviews and evaluation of the Price Proposal (short-listed teams only) to determine the final best-value selection.

2.2. Step 1: Statement of Qualifications (SOQ) Evaluation Factors

• Factor 1: Past Relevant Construction Experience o Minimum Requirement: The Company must demonstrate a minimum of five (5) years of experience successfully executing construction projects of comparable size, scope, and complexity. Contractors must have previous experience on Government runway/ taxiway projects that entail repair or replacement or new construction o Focus: Historical performance in occupied facilities, managing congested site logistics, working in restricted areas (e.g., flightlines), and adhering to environmental and safety standards.

• Factor 2: Team Composition and Organization o Focus: Adequacy of the proposed organizational structure and the qualifications of Key

Personnel (Project Manager, full-time Site Superintendent, Site Safety and Health Officer, and Quality Control Manager).

• Factor 3: Construction Execution and Phasing Approach

UHHZ160138 STATEMENT OF OBJECTIVE

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STATEMENT OF OBJECTIVE

01005 - 2 of 12 o Focus: Technical understanding of the 100% Government-furnished design, methodology for physical work execution, utility outage coordination, and the realism of the proposed master schedule. The evaluation will assess the team's ability to provide continuous on-site leadership and effectively coordinate with Government personnel daily.

2.3. Step 2: Pitch Presentation and Price Evaluation (Final Down-Select)

Short-listed firms will be invited to an interactive Pitch Presentation and must submit a formal Price Proposal.

Final selection will be based on a best-value tradeoff between the technical presentation factors and price:

• Factor 1: Constructability Review and Risk Management (Presentation) o Focus: Capacity to identify potential field conflicts, manage supply chain volatility, and mitigate risk (e.g., unforeseen site conditions, hazardous materials, weather delays) using the provided 100% design and phasing plan.

• Factor 2: Collaborative Execution and Problem-Solving (Presentation/Q&A) o Focus: Ability to work cooperatively with base stakeholders and the Project Delivery Team to resolve real-time field conflicts, safety incidents, or schedule recovery actions.

• Factor 3: Financial Capacity and Bonding o Focus: Demonstrated financial capacity to support the anticipated project magnitude and, if required by the final OTA, sufficient bonding capacity o Focus: The estimated magnitude of construction associated with this Area of Interest (AOI) is $58M to $108M. This range is provided for planning purposes only and does not constitute an explicit funding guarantee or disclose the Independent Government Estimate.

This range is provided to assist interested offerors in determining the necessary single-project and aggregate bonding capacity required to support the subsequent construction agreement.

2.4. Final Selection and Award

The Government will make a final best-value down-select decision. The Company will be awarded to the responsible firm whose combined technical qualifications, execution pitch, and price proposal represent the most advantageous offer to the Government.

3. SCOPE OF OBJECTIVES

The Company shall achieve the following top-level objectives:

3.1. Project Specific Objectives

• CLIN0001: UHHZ210404 REMOVE/REPLACE SLABS AND SHOULDERS AND

MTN/PAINT RUNWAY, RUNWAY, 3901

o Remove and replace chevrons on the north side runway.

Including fog seal and repainting chevrons.

o Remove asphalt located at southern overrun and replace with 750 flexural concrete.

During Phase 1, temporary paint minimum required runway lines.

After the completion of Phase 2 as indicated on Figure 1, temporary airfield markings on over run shall be replaced with chevrons with black outlines. See section B2 for phasing.

o Mill and Overlay shoulders (full depth), paint new lines, and fog seal.

o Remove and replace 300 Runway slabs (25’X25’X16”) with 750 flexural concrete.

UHHZ160138 STATEMENT OF OBJECTIVE

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STATEMENT OF OBJECTIVE

01005 - 3 of 12 o Repair Drainage and concrete BAK 12/14.

Remove and replace concrete as highlighted in Figure 4. Concrete located under the equipment shall remain.

Remove drainage pipe and replace it with ten-inch Reinforced Concrete Pipe to achieve positive flow.

Existing cabling system is to be removed, protected and reinstalled on completions of concrete and pipes for this area.

Recompact subgrade before installation of RCP Pipe.

o Remove all runway joint sealant, reseal all runway joints, and restripe entire runway.

o Remove all runway paint and restripe to new standards.

o Temporary batch plant for both concrete and asphalt.

If achievable the Government prefers both plants at the Figure 5 location If not achievable, asphalt location shall be at Figure 5 locations and concrete plant shall be at Figure 6 location Batch plants shall use natural gas/LPG as fuel.

o Two Temporary Runway closed “X”’s (for phase 3) o All existing airfield lighting shall be removed and the canasters capped and protected during the duration of the project.

o Temporary runway distance markers and displaced threshold markings to be used and changed during each phase Phases 1 and 2 shall have all temporary signage and markings for continued operations of the airfield.

• Option CLIN 0002: Mill and Replace south overrun with 16 inch thick 750 psi flexural concrete.

o Contractor to remove 28 inches of existing concrete and soil, and provide 12 inches of crush and run and 16 inches of new concrete Underneath the south over run there are metal plates that shall be removed Depth and thickness of plates are not known but are expected to be within or just below the existing asphalt section.

o All lights in the overrun area shall be removed and replaced. All wire and conduit (When explicable) shall be removed and replaced from the nearest electrical handhole All equipment located inside of the canisters shall be removed and protected.

o Edge of runway lights located on the south side of the runway shall be removed with casing and all components inside of casing. This also includes:

All wire and conduits shall be replaced to the nearest handhole Demolish and replace strip of concrete with 16 inch 750 flexural concrete. Once phase 2 is complete, demolish strip of concrete and provide new end of runway lights, canisters, reinstall components of the canisters and repair 16 inch 750 flexural concrete.

o Option CLIN0002A: Contingency Pricing

Include an additional 2000 feet of conduit, wire, excavation and backfill of trench, if necessary, for any additional repair work that may be required during construction.

Add an addition 6 inches of excavation and backfill in case of unsuitable material underneath slabs, if necessary.

UHHZ160138 STATEMENT OF OBJECTIVE

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STATEMENT OF OBJECTIVE

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• Option CLIN 0003: UHHZ150412 REPAIR TWY C, TAXIWAY, FCLTY/ 3931 o All areas in red as seen in Figure _ shall be replaced in like kind with 750 flexural concrete or 4 inch mill and overlay of asphalt Concrete Cement depending on the section. See Figure 2 and PCI report for more information.

o All yellow areas shall be demolished and replaced with 750 psi flex concrete (Full Depth).

o Repaint all existing airfield markings throughout all areas specified in this project in accordance with UFC 3-260-04 Airfield and Heliport Markings.

o See Figure 2 for locations for the above work.

• Option CLIN 0004: UHHZ160138 RPR/CORRECT DRAINAGE, STRM DRN DSPL, FCLTY 8700 o All work associated with Project drawings and specifications.

o See AF813 for additional details regarding additional permits for the contractor.

Contractors to use laydown yard mentioned in the AF813 not the construction drawings.

3.2. Phasing plan

o Phase 0: Construct concrete and asphalt batch plants at location shown in Figure 5 and

Figure 6.

o Phase 1: (210 Calander days)

Remove and replace 176 slabs on the south portion of the runway.

Remove asphalt at southern overrun and replace with 16 inch 750 psi flexural concrete.

Excavation, compaction, and haul off may be required to achieve required section depth.

Remove and reseal all runway joints in the Phase 1 area.

Restripe runway lines.

Include work at the location located in Figure 1 shown to be a part of Phase 1. See figure

2 and above work breakdown in section “Scope of services” for exact work to be achieved in the area.

o Phase 2: (180 Calander days) Remove and replace 62 slabs at the intersection of the runway and taxiway Charlie.

Accomplish all work related to UHHZ150412.

• Note: This work will disrupt fire station operations. All efforts will be done by the contractor to mitigate a delay to the fire station Operations.

Remove and replace Chevrons (Including fog seals) located on the North side of the runway.

Repair Drainage and concrete BAK12/14.

Remove and reseal all runway joints in Phase 2 area.

Restripe runway lines.

o Phase 3: (60 Calander days) Remove and replace 62 slabs at the intersection of the runway and Taxiway Bravo.

Remove and reseal all runway joints in Phase 3 area.

Restripe runway lines.

UHHZ160138 STATEMENT OF OBJECTIVE

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STATEMENT OF OBJECTIVE

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• Milling full depth shoulders of the runway are to be completed during each phase or at any time the airfield is closed. Restripe paved areas as required. Before the flightline opens, temporary striping may be required.

• UHHZ160138 RPR/CORRECT DRAINAGE, STRM DRN DSPL, FCLTY 8700 shall be completed during the contract period of performance.

3.3. Target Period of Performance

• Construction Submittals: 30 calendar days after Construction NTP date.

• Begin Work within: 90 calendar days after Construction NTP date.

• On-Site Construction Period of Performance: 1090 calendar days after Construction NTP date

• Close-Out: 1120 calendar days after Construction NTP date.

• Total Contract Period of Performance: 1120 calendar days after Construction NTP date.

3.4. Construction Execution & Site Management

• Site Verification: Conduct a survey of the project site to field verify existing conditions prior to the start of work. Provide photographic documentation of pre-existing and completed conditions.

• Constructability & Coordination: Review the 100% Government-furnished design documents.

Coordinate work across mechanical, electrical, architectural, and civil disciplines to avoid physical interference.

• Project Scheduling: Develop and maintain a comprehensive construction progress schedule.

• Protection of Property: Protect all existing exterior and interior conditions, vegetation, and adjacent facilities. Repair and/or replace any damaged areas at no additional cost to the Government.

3.5. Environmental & Hazardous Material Management

• Hazardous Materials Abatement: Assume hazardous materials exist (lead-based paint, heavy metals, PCBs). Execute safe abatement and disposal in accordance with the project Health and Safety Plan (HASP). (If testing proves material is not present, abatement cost will be credited back).

• Solid Waste Management & Recycling: Divert and recycle waste where practical. Recyclable metal materials remain Government property and must be processed through the Robins AFB Qualified Recycling Program (QRP).

• Stormwater & Erosion Control: Coordinate with Environmental Management for NPDES permits. For land disturbances of one acre or more, adhere to the established Erosion and Sedimentation Pollution Control Plan (ESPCP).

• Air Quality o The concrete batch plant is exempt from Georgia air quality permitting if it produces less than 125,000 tons per year of product. However, Georgia air quality permits must be obtained for operation of the asphalt batch plant. Asphalt plants also have the potential to be major sources, which may instead require federal Title V permitting. See Georgia Subject 391-3-1 Rules for Air Quality Control for initial permitting requirements and conditions.

• Solid/Hazardous/Toxic Waste

UHHZ160138 STATEMENT OF OBJECTIVE

Build Only via Other Transactional Authority 01005

STATEMENT OF OBJECTIVE

01005 - 6 of 12 o Excavated soils are expected to be backfilled or reused within the construction site. However, any excess soil must be tested to meet Resource Conservation and Recovery Act (RCRA) requirements for the disposal destination (e.g. EPA SW-846 Test method 1311 [TCLP Metals, TCLP Volatiles, TCLP Semi-Volatiles], pH, and Paint Filter for landfill disposal). This project includes work in areas known to have had releases of Aqueous Film-Forming Foam (AFFF), which contains per- and polyfluoroalkyl substances (PFAS). Any soil generated from these areas must remain in these areas. Any excess soil generated from these areas must also be tested for PFAS. PFAS-containing waste will need to be disposed of at a properly permitted facility. Coordinate with Environmental Management (78 CEG/CEIE) before any contaminated waste leaves the installation.

o Contractors shall provide the necessary containers, equipment, and documentation for the management and disposal of solid waste generated during the project. Contractors are responsible for maintaining regulatory compliance for all regulated waste generated during the course of the project. Coordinate with Environmental Management (78 CEG/CEIE) before any contaminated waste leaves the installation.

o Recyclable metal materials shall remain the property of the government and be recycled through the Robins AFB Qualified Recycling Program (QRP). Waste material not suitable for reuse but having value as a recyclable material shall be recycled whenever practical and economically feasible. Materials destined for recycling must meet the definition of non-hazardous wastes under federal/ State/ AF solid waste regulations.

• Water Quality o Provide EM with project information for them to secure all necessary land disturbance permits or buffer variances if working within 25 ft. of jurisdictional waters.

o Two National Pollutant Discharge Elimination System (NPDES) permits are currently in place, one for wastewater discharge and a general permit for storm water. Any construction projects that affect wastewater or storm water systems shall be coordinated with Environmental Management. Robins AFB NPDES Permit GAR50000 Section 2.1.2.2.c requires that all dumpsters, roll-offs, and hoppers must be covered when not in use or during a rain event to prevent possible contamination of stormwater. Ensure no unauthorized pollutants enter Robin’s storm water and/or waste stream pre, during, or post construction.

o Erosion and Sedimentation Pollution Control Plan (ESPCP): Where construction operations will disturb one acre or more, develop an ESPCP using the template provided by the Water Quality Program for submission by Robins AF Base, along with the contractor, to Houston County for a land disturbance permit (LDP). All requirements of the plan will be included in the project drawings. The contractor is also responsible for submitting a Notice of Intent (NOI) to GA EPD at least 14 days prior to the start of any work at the site. A copy of this submittal must be included in the ESPCP. See template for further assistance.

• Monitoring and Record Keeping o New asphalt plants (which commenced construction or modification after June 11, 1973) permitted to burn natural gas/LPG and/or distillate oil only shall maintain a monthly log of

UHHZ160138 STATEMENT OF OBJECTIVE

Build Only via Other Transactional Authority 01005

STATEMENT OF OBJECTIVE

01005 - 7 of 12 production and hours of operation. The total production and hours of operation for the previous twelve consecutive months must be included in each month’s log. These logs shall be kept for five years from the date of last entry and shall be available for inspection and/or submittal to the Division.

• Annual Production Limit o New asphalt plants (which commenced construction or modification after June 11, 1973) permitted to burn natural gas/LPG.

o Production to 400,000 tons during any twelve consecutive months; and o Operations to 3000 hours during any twelve consecutive months.

3.6. Quality, Safety, & Security

• Health and Safety: Employ a safety and health professional to provide and enforce a project-specific

HASP per DoDI 6055.01.

• Security: Ensure personnel comply with Robins AFB security and flightline driving protocols.

• Beneficial Occupancy: The Government reserves the right to take beneficial occupancy of parts of the project area before total project completion.

3.7. Commissioning & Turnover

• System Start-Up: Successfully test, balance, and commission all installed systems.

• Closeout: Provide accurate CADD as-built drawings (complying with A/E/C CAD Standards), Operations & Maintenance (O&M) Manuals, warranties, Completed DD1354, and training for Base personnel.

4. OPERATIONAL AND ADMINISTRATIVE CONSTRAINTS

The Company must adhere to the operational guidelines established by the RAPID framework:

• Design Compliance: All construction materials must adhere to the provided 100% design, the Robins AFB Base Facility Standard, and applicable Unified Facilities Criteria (UFCs).

• Location & Access: Work will be performed at Robins AFB. Badging requires AF Form 2586 for secure, industrial, and/or flightline access compliance. If working on the airfield ramp, flightline driver’s training and a flightline badge are mandatory.

• Work Hours: Contractor shall work 24 hours a day for four consecutive days, Contractor shall work the following three days to allow the runway to be operational during the daytime (0800-1630).

o Contractor shall work 24/7 during phase 3 to achieve work during the duration stated in the phasing plan.

• Superintendent/Management: A full-time, competent site superintendent must be on-site at all times when any Company personnel are present.

• Permitting & Approvals:

UHHZ160138 STATEMENT OF OBJECTIVE

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STATEMENT OF OBJECTIVE

01005 - 8 of 12 o Submittals: Do not order materials until submittals are approved by the Agreements Officer.

Submittals shall be packaged by Division.

o Dig Permits: Submit CE dig permit requests and 811 information 21 calendar days prior to digging/drilling.

o Crane/Lift Permits: Submit requests at least 60 days prior for Airfield Management and FAA Form 7460-1 approval.

• Adverse Weather: Baseline monthly anticipated adverse weather delay work days are: JAN(10), FEB(9), MAR(6), APR(4), MAY(4), JUN(6), JUL(8), AUG(7), SEP(4), OCT(4), NOV(5), DEC(9).

• Utility Outages: Outage work shall be at no additional cost to the Government and requires 21 days advance notice.

• Continued Occupancy & Phasing: The facility will remain in operation. Give special consideration to construction phasing to minimize impact on user activities. The Government reserves the right to take beneficial occupancy of parts of the project area before the total project completion date.

5. PROJECT DATA MANAGEMENT

All project data and deliverables shall be submitted, maintained, and updated by the Company to ensure real-time access by Government personnel throughout the duration of this agreement.

5.1. Project Repository/ Data Collaboration Website (DCW)

The Air Force has established a Construction Management Information System (CMIS) for use on this project to enable real-time, web-based access available to Company and Government personnel. The CMIS is used for managing and controlling all project related data deliverables and will serve as the system of record for project documentation. If the Government’s CMIS is not available during the execution of this OTA project agreement, the Company shall provide an alternative Data Collaboration Site, subject to Government approval.

Access to the CMIS is controlled in accordance with DoD standards, Company personnel must agree to all access requirements, and access rights will be revoked following completion of this OTA project agreement. Following the OTA project agreement award, the Government will provide up to two (2) account licenses to the Company for access and use of the CMIS. The Company may purchase additional CMIS licenses at their own expense.

Company shall designate an individual to be responsible for managing and maintaining all project documentation withing the CMIS including but not limited to the following: Request for Information (RFI), Submittals, Change Order Requests, Project Photos, Project Schedule and updates, Quality Control Reports, Deficiency Logs, Daily Reports, Safety Documentation, etc.

6. PERFORMANCE METRICS

The Company’s performance will be measured against the following outcomes:

• Timely mobilization and adherence to the approved construction schedule.

• Completion of the project within the firm-fixed-price budget.

• Zero safety incidents and strict adherence to the project HASP.

• Zero environmental violations and full compliance with waste disposal and stormwater regulations.

• Delivery of a fully functional, defect-free facility accompanied by complete and accurate closeout documentation.

UHHZ160138 STATEMENT OF OBJECTIVE

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STATEMENT OF OBJECTIVE

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6.1. Performance Metrics

The Company’s performance will be measured against the following outcomes:

• Pre-Construction: Project Master Schedule (AF Form 3064), Schedule of Values, Health and Safety Plan (HASP), Solid Waste Disposal Plan (within 14 days of NTP), Submittal Register, and pre-existing condition photographs.

• During Construction:

o Material and equipment submittals o Monthly Agreement Progress Reports o Weekly Agreement Daily Logs o Monthly Waste Management Reports/ Landfill Waste Tickets (due by the 5th of each month)

• Closeout:

o CADD As-Built Drawings (Redlines and Final Electronic) o Operations and Maintenance (O&M) Data Packages o Warranties, Product Bonds, and Spare Parts Lists.

o Completion photographs

Figure 1: Runway work

UHHZ160138 STATEMENT OF OBJECTIVE

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STATEMENT OF OBJECTIVE

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Figure 2: Taxiway Charlie work

Figure 3: Project Area

UHHZ160138 STATEMENT OF OBJECTIVE

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STATEMENT OF OBJECTIVE

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Figure 4: BAK12/14

Figure 5: Preferred batch plant location

UHHZ160138 STATEMENT OF OBJECTIVE

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STATEMENT OF OBJECTIVE

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Figure 6: Secondary plant location