ATTACH_7___Question_and_Answer_Compiled.pdf

Project:

Control No. Reference Document and Section Questions Government Answer

Seed Project SOW 3.1 - Abatement

The SOW requires the Contractor to perform a pre-demolition hazardous materials survey and subsequently perform complete abatement and disposal of all identified hazardous materials. No existing hazardous materials survey or estimated quantities of ACM, LBP or PCB-containing materials have been provided with the solicitation. Please clarify how Offerors are to price the abatement and disposal portion of work if the quantity of hazardous materials cannot be determined until completion of the required pre-demolition survey. If an allowance is intended, please provide the applicable quantities to be carried by all Offerors to ensure consistent pricing.

Offerors shall prepare and submit their Seed Project base bid assuming no hazardous materials (ACM, LBP, or PCBs) are present, with the exception of pricing the required pre-demolition testing/survey line items (Attachment 3, Division 02 82 1345). Offerors shall provide fully burdened unit rates for all hazardous material abatement, containment, and disposal line items in Attachment 3 (KTR Pricing Sheet).

Following contract award, the Contractor will perform the required pre-demolition survey. If hazardous materials are confirmed, the Government will issue a contract modification incorporating the verified quantities, priced strictly in accordance with the Contractor's established unit rates in Attachment 3.

Seed Project SOW 3.1 - Paving

Kindly provide the limits, required pavment thickness, and approx. quantity of square footage to be carried by all Offerors to ensure consistent pricing as this was not identified in the solicatation drawings or SOW.

Paving is strictly excluded from this project scope. As detailed in SOW Sections 1.0, 3.0, 3.2, and 5.4, the existing concrete slab-on-grade, foundations, and grade beams will remain in place to serve as the active hardstand. No asphalt or concrete paving, resurfacing, or overlays are required or permitted.

SOE Attachment 15, Attachment 2

After review of the Seed Project SOW (Attachment 15), the Demolition IDIQ Specifications (Attachment 02, Section 02 82 00), and the full attachment list in the Solicitation (Section J). Section 3.2 of the SOW states no exclusions, and we don't see a hazmat survey or report for Building B49800 referenced or included anywhere in the package (Attachment 16 is Plans, Attachment 18 is the SHPO historic response;

neither is a hazmat survey). Please clarify if this will be made available?

The Government does not possess a recent full pre-demolition hazardous materials survey; however, the 2016 Facility Condition Assessment records that friable asbestos is not present in the building. Offerors shall price the required pre-demolition sampling and testing line items in Attachment 3 (CLINs 02 82 1345 4501–4508) and base the superstructure demolition proposal on zero hazardous materials. Following award, the Contractor will perform comprehensive testing (ACM, LBP, PCBs); confirmed abatement quantities will be added via contract modification utilizing the unit rates in Attachment 3.

Solicitation FA252126B00003: Section L-5, Section M-1

The RFP Package Contains a SOW and Pricing sheet for a SEED Project as well as DEMO IDIQ Pricing Sheet. Please confirm that these are two separate packages for pricing. And will they be awarded together or separately?

The Seed project pricing on the Seed project price sheet will be based upon the pricing of the Demo IDIQ price sheet

The contractor is required to determine the quantities for the seed project proposal. The seed project pricing sheet/proposal is required with the Demolition IDIQ bid submission.

Based on the award of this contract, what are the projected project Magnitudes that will be Solicited?

The maximum IDIQ contract ceiling is $4,999,999.

Solicitation FA252126B0003, Sec. C (Sec J Attach 15 - Seed SOW, Sec 3.2); Sec J Attach 02 Spec Sec 02 82 00; Sec J Attach 17 Pricing Sheet (line items 02 82 1345 4502-4505)

Section 3.2 of the Seed Project SOW states no exclusions, and no pre-demolition hazardous materials survey (asbestos, LBP, PCB) for Building 49800 is included in the solicitation package. The Pricing Sheet (Attachment 17) includes CLINs for a Hazardous Materials Survey Technician and bulk sampling/analysis, which appears to confirm the offeror is responsible for the original survey. Please confirm: (a) whether the Government has already performed a hazardous materials survey of Building 49800, and if so, whether it can be provided to offerors

The Government does not possess a recent full pre-demolition hazardous materials survey; however, the 2016 Facility Condition Assessment records that friable asbestos is not present in the building. Offerors shall price the required pre-demolition sampling and testing line items in Attachment 3 (CLINs 02 82 1345 4501–4508) and base the superstructure demolition proposal on zero hazardous materials. Following award, the Contractor will perform comprehensive testing (ACM, LBP, PCBs); confirmed abatement quantities will be added via contract modification utilizing the unit rates in Attachment 3.

DEMO IDIQ

Questions and Answers

DEMO IDIQ

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Attachment 7

Section J, Attachment 16 (SEED PROJECT Plans

DBEH111638

The only drawing provided for Building 49800 (Attachment 16) is marked "For Reference only - This Floor plan has not been verified by InDyne/IOMS," is dated 2003 (last updated 2010), and reflects pre- Space Force organizational titles. It is a single floor plan sheet with no site plan, foundation plan, roof plan, elevations, or utility routing. Given offerors are required to self-determine demolition quantities (Attachment 4, Bid Schedule Summary), please confirm whether more current or verified drawings exist for Building 49800, or whether this unverified 2003/2010 floor plan is the only record drawing available for bidding purposes

Attachment 16 and additional .dwg file are the available historical floor plans. However, official Real Property and Facility Assessment records confirm the following building parameters for quantity takeoff:

-Gross Area: 5,526 SF (approx. 100 ft length × 55 ft width) -Construction: Single-story Quonset-style arch superstructure (1959), poured concrete foundation/slab-on-grade, corrugated steel walls and roof coated with elastomeric sealant, partitioned into three (3) high-bays.

-Openings: Six (6) exterior high-bay roll-up doors and two (2) metal personnel doors. Offerors shall verify superstructure volume and field conditions during the site visit.

Section J, Attachment 18 (SEED

PROJECT SHPO

Response 49800 Demo, dated 1 Aug 2014)

The SHPO response (Attachment 18), dated August 1, 2014, confirms Building 49800 is eligible for the National Register and a contributing resource to the potential Cape Canaveral AFS Industrial Area Historic District. It states the adverse effect of demolition has been "adequately mitigated" per a referenced "Case Study for the Demolition of Facility 49800," which is not included in the solicitation attachments. Please confirm: (a) whether the 2014 SHPO consultation/clearance remains valid and current for this 2026 solicitation; and (b) whether the referenced Case Study (which may specify mitigation requirements such as historic documentation or salvage of specific building elements) can be provided, as none of those requirements currently appear in the Seed Project SOW.

(a) Confirmed; the Section 106 SHPO historic preservation consultation and clearance remain valid for the demolition of Building 49800. (b) All required historical mitigation and documentation actions have already been completed by the Government. There are no historic salvage or documentation deliverables required of the Contractor beyond the scope outlined in the revised SOW.

Seed Project SOW 3.1 Does the Government have a hazardous survey of B49800 and can they provide it to the contractors?

The Government does not possess a recent full pre-demolition hazardous materials survey; however, the 2016 Facility Condition Assessment records that friable asbestos is not present in the building. Offerors shall price the required pre-demolition sampling and testing line items in Attachment 3 (CLINs 02 82 1345 4501–4508) and base the superstructure demolition proposal on zero hazardous materials. Following award, the Contractor will perform comprehensive testing (ACM, LBP, PCBs); confirmed abatement quantities will be added via contract modification utilizing the unit rates in Attachment 3.

Seed Project SOW 3.1 The SOW requires the contractor to conduct survey for hazardous materials after award. Will any hazardous material, if found, be treated as a change of conditions.

Any hazardous materials confirmed by the post-award pre-demolition survey will be incorporated into the Task Order via bilateral contract modification utilizing the pre-established unit prices in Attachment 3 (KTR Pricing Sheet) in accordance with FAR / RFO change provisions.

Seed Project SOW 3.1 The SOW calls for the demo and removal of facility superstructure, concrete slabs, and foundations to a depth of 18 inches below final grade. Based on discussion on site, it seemed like the SOW was changing to reflect demo of building only, slab and foundations to remain, and cut and cap utilities at grade. No paving will also be required. Please confirm.

Confirmed. SOW Section 1.0, 3.0, 3.1, 3.2, and 5.3 have been updated: The scope is strictly superstructure demolition ONLY. The concrete slab-on-grade, foundations, grade beams, footings, and adjoining pads/stairs shall remain in place to convert the site into an active hardstand. All utilities shall be terminated/capped flush with or below the slab surface.

Asphalt/concrete paving is excluded.

Seed Project SOW 5.1 May the Super, SSHP and QC be filled by one qualified person as long as they meet the requirements of all three roles due to the size of the project?

For the Seed Project (DBEH 11-1638), the Superintendent may dual-hat as the Quality Control (QC) Manager or Site Safety and Health Officer (SSHO), provided the individual meets all qualification and certification requirements of UFGS 01 35 26 and UFGS 01 45 00.00 10. However, the SSHO and QC roles may not compromise daily field safety oversight during active superstructure demolition.

Seed Project SOW 5.2 Will a wildlife survey be required for this project. This building is in the middle of a paved parking lot surrounded by buildings.

Yes. In accordance with SLD 45 Environmental standards and SOW Section 5.2, a wildlife survey (specifically checking for nesting migratory birds, bats, or protected species) must be conducted two weeks prior to initiating on-site demolition.

Seed Project SOW 5.2 Will the Government provide a copy of the SLD45 Hazardous Waste Management Plan as the contractors are required to follow it for the handling and disposal of all hazardous waste.

Yes, the SLD 45 Hazardous Waste Management Plan (HWMP) is available upon request through the Contracting Officer and will be provided to all offerors via solicitation amendment.

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Seed Project SOW 5.4 Please confirm scope change discussed at site visit and that grading, backfill and paving will not be required.

Confirmed. Site grading, earthwork compaction, and asphalt/concrete paving are excluded (SOW Section 3.2 & 5.4).

Site Visit Observations Will the air compressors be removed by the Government prior to demolition or will it be the contractors responsibility.

No. Facility records and site photographs confirm an existing Ingersoll-Rand T30 industrial air compressor system (motor, tank, piping, and disconnect) and a 1.5-ton electric chain hoist in the center high-bay. The Government will not remove or relocate these items. In accordance with SOW Section 5.3 (Salvage Rights), all remaining equipment, structural steel, and mechanical/electrical components will become property of the Contractor upon Notice to Proceed for scrap/salvage offset.

Site Visit Observations Please confirm which, if any items remaining in the building at time of demolition will require the contractor to relocate for the Government.

The Government will not require the Contractor to relocate or store any residual equipment. All remaining items inside the facility at turnover shall be salvaged or disposed of by the Contractor IAW SOW Section 5.3.

IDIQ Specs 02 83 00 - Lead Remediation The specifications conflict regarding standards to be used for lead abatement. The specifications reference OSHA lead in contruction requirements and in another section references EPA/HUD lead standards. OSHA is standard in demo practices and EPA / HUD ar typically for childcare and housing.

Please confirm.

Confirmed. OSHA 29 CFR 1926.62 (Lead in Construction Standard) governs all worker safety, containment, and demolition operations for this industrial facility. EPA / HUD standards apply only where residential/child-occupied clearance levels are explicitly cited; for this project, industrial demolition standards per 29 CFR 1926.62 and FDEP disposal rules apply.

IDIQ Specs 02 83 00 - Lead Remediation IDIQ specs require contractor to hire a lead risk assessor for oversite. Please confirm if this is required.

For industrial superstructure demolition under this IDIQ, a certified Lead Project Designer or Certified Industrial Hygienist (CIH) / Competent Person IAW 29 CFR 1926.62 is acceptable for lead oversight and compliance monitoring.

IDIQ Specs 02 83 00 - Lead Remediation Will the contractor be required to remove the paint if it contains lead or any of the RCRA 8 (Arsenic (As), Barium (Ba), Cadmium (Cd), Chromium (Cr), Lead (Pb), Mercury (Hg), Selenium (Se), and Silver (Ag))?

In many instances the structures can be demolished with the paint in place as long as there isn't any torching, grinding or saw cutting. Sheering is acceptable in most instances. If the paint or caulking is found to have PCBs then it will need to be removed prior to demolition.

Confirmed. Superstructure steel and structural elements coated with lead-based paint or RCRA 8 metals may be demolished and recycled intact (e.g., via mechanical shearing or cold cutting) without full pre-demolition paint stripping, provided contractor worker protection (29 CFR 1926.62) and receiving recycling facility criteria are met. Paint stripping/abatement is only mandatory where hot work (torching/welding) is performed or where PCB concentrations exceed regulatory thresholds (≥ 50 ppm) per 40 CFR 761 and SOW Section 5.2.

IDIQ and Task order Project (Overall) In the event that a project under the IDIQ does not fit within the line item pricing, will that task order be negotiated at the task order level?

The Task Order pricing shall be based on the Demolition IDIQ Price List (See Attachment 3). All unit prices on the Price List are considered "Fully Burdened". All work to be performed in strict accordance with specifications and drawings cited on individual Delivery/Task Orders Non pre-priced work to be included in task order shall be identified by the Contractor as such in the submitted proposal showing itemized material, labor, and equipment costs. The Contractor shall provide at least three (3) price quotes, if possible, to substantiate proposed NPL item pricing. In the instance that three quotes cannot be obtained, the Contractor shall notify the Contracting Officer to this effect with written explanation. More than one quote may be required if, in the Contracting Officer's discretion it is determinednecessary.

These quotes shall be made available to the Contracting Officer upon request.

Please see Solicitation FA252126B0003, Section F, paragraphs d through f.

IDIQ and Task order Project (Overall) Can the Government provide the standards for temp fencing, windscreen, silt fence, MOT, and pedectrian protection?

Temporary construction controls shall comply with UFGS 01 50 00 (Temporary Construction Facilities and Controls), UFGS 01 57 20.00 10 (Environmental Protection), USACE EM 385-1- 1, and SLD 45 IFS Section 4. Silt fencing must meet Florida FDOT Standard Plans Index 102-Series / 570-001.

Confirm the project is now to leave the slab in place and no foundation removal. The Demo contractor is to remove only the building.

Confirmed. SOW Section 3.1 & 3.2 explicitly state that the concrete slab-on-grade, foundations, grade beams, footings, and adjoining concrete pads/stairs shall remain intact. The Contractor is only removing the building superstructure and remaining items/equipment within/attached to the facility.

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Please provide the “as builts” that you have. Attachment 16 and additional .dwg file are the available historical floor plans. However, official Real Property and Facility Assessment records confirm the following building parameters for quantity takeoff:

-Gross Area: 5,526 SF (approx. 100 ft length × 55 ft width) -Construction: Single-story Quonset-style arch superstructure (1959), poured concrete foundation/slab-on-grade, corrugated steel walls and roof coated with elastomeric sealant, partitioned into three (3) high-bays.

-Openings: Six (6) exterior high-bay roll-up doors and two (2) metal personnel doors. Offerors shall verify superstructure volume and field conditions during the site visit.

What utilities went to the building? Water, sewer, electric, data, gas?

Historical records indicate low-voltage electric, potable water (lateral piping to 2 eyewash stations and exterior spigots), and sanitary sewer originally served the facility. There is no natural gas. Per the 2016 Facility Assessment Report, all active building utilities have been officially decommissioned. The Contractor remains responsible for verifying zero-energy state / lock-out tag-out under AF Form 103 and cutting/capping all utility stubs flush with or below the slab level per SOW Section 3.1.

What utilities have been cut if any? I did not see a gas line in the building.

Historical records indicate low-voltage electric, potable water (lateral piping to 2 eyewash stations and exterior spigots), and sanitary sewer originally served the facility. There is no natural gas. Per the 2016 Facility Assessment Report, all active building utilities have been officially decommissioned. The Contractor remains responsible for verifying zero-energy state / lock-out tag-out under AF Form 103 and cutting/capping all utility stubs flush with or below the slab level per SOW Section 3.1.

Please provide any utility drawing in your possession. Base civil engineering utility layout mapping will be coordinated with the awarded contractor during the AF Form 103 Work Clearance process. Offerors shall rely on visual surface inspections and Attachments for proposal preparation.

Is there a hazmat survey and was it conducted in the past 2 years?

The Government does not possess a recent full pre-demolition hazardous materials survey; however, the 2016 Facility Condition Assessment records that friable asbestos is not present in the building. Offerors shall price the required pre-demolition sampling and testing line items in Attachment 3 (CLINs 02 82 1345 4501–4508) and base the superstructure demolition proposal on zero hazardous materials. Following award, the Contractor will perform comprehensive testing (ACM, LBP, PCBs); confirmed abatement quantities will be added via contract modification utilizing the unit rates in Attachment 3.

Do we need to price a full ACM/LBP/PCB survey?

Seed §3.2 exclusions = “None.” We cannot price the unknown?

Yes, offerors must price the pre-demolition survey and sampling using the established CLINs in Attachment 3 (Division 02 82 1345). As clarified in RFI #1, the superstructure demolition base bid assumes zero abatement; all abatement will be priced and adjusted post-survey via the Attachment 3 unit rates. SOW Section 3.2 exclusions have been fully updated.

Is it acceptable to include the survey and we generate a bid for hazmat material discovered as a result of the survey post award

Yes. This is the exact procedure established: survey costs are included in the base bid; hazardous material abatement discovered post-award will be funded via contract modification using Attachment 3 unit rates.

Has the Agency identified all the hazardous universal waste? IE Mercury Lights?

Thermostats etc.?

Per the Facility Assessment inventory, installed lighting comprises 400W High-Intensity High Pressure Sodium interior fixtures and 55W Low Pressure Sodium exterior wall packs.

Disposal and handling of lamps and ballasts shall be priced under the selective electrical demolition CLINs (e.g., 02 41 1330 6011 / 6021) and managed IAW the SLD 45 HWMP.

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Are there in-ground lifts, USTs, an oil-water separator, or sumps at B49800? None appear on the furnished plan.

Confirmed: Facility Assessment and Real Property records confirm there are no underground storage tanks (USTs), no in-ground hydraulic vehicle lifts, and no active oil-water separators within the B49800 building footprint. Existing surface trench drains or floor depressions shall be backfilled flush with FDOT No. 57 aggregate IAW SOW Section 5.4.

Foundation depth — 18″ (Seed §3.1) or 5′ (IDIQ ¶1.1.5)? Which governs the seed project?

But we are not removing the foundation. Should the contractor put N/A in the bid item?

For the Seed Project (DBEH 11-1638), foundation removal is 100% excluded; the slab and foundations remain in place. For the IDIQ Pricing Sheet (Attachment 3), offerors must fill in all unit prices across all line items (including foundation removal items) to establish the IDIQ rate schedule. For the specific Seed Project bid schedule, foundation demo quantities shall be entered as zero / not applicable.

Now that the slab is remaining how does the agency want the contractor to price paving?

Should the contractor put N/A in the bid item?

For the Seed Project bid schedule, enter zero / N/A for paving line items, as paving is excluded. In the Master IDIQ Pricing Sheet (Attachment 3), offerors must provide unit rates for all paving line items for future task order rate establishment.

Rows 155–157 aren’t captured by any subtotal formula. Should they be priced, and how do they roll up?

Yes, all rows must be priced. In Attachment 3, rows 153–156 (Concrete PCB Abatement, Liquid Non-PCB, Liquid PCB, Hazardous Waste Disposal) will be updated via solicitation amendment so that their formula subtotals roll up directly into the Hazardous / Lead Remediation Subtotal line before the Grand Total.

Section L says unit prices include bond, but row 218 adds a separate 1%. Is bond in the unit prices or not?

Company’s bond rate may be hirer than 1%

Unit prices submitted in Attachment 3 shall be fully burdened excluding prime contractor final performance/payment bonding. The separate 1% Performance Bond line item on the summary row applies as the standard evaluation baseline for the IDIQ schedule. Actual bond costs supported by surety invoice will be reimbursed IAW FAR 52.228-15 / RFO terms.

Attachment 4 lists CLINs 0001–0005; Section B uses 0001/1001/2001/3001/4001.

Confirm CLIN structure.

Gov Will Update Attachment 4 to list CLINS as 0001/1001/2001/3004/4004

Four DBA wage determinations plus SCA are attached (Brevard, 18 May 2026). Which governs demolition task orders? Mixed-scope orders?

In accordance with RFO 37.701-1, demolition can fall under either 41 U.S.C. chapter 67, Service Contract Labor Standards, or 40 U.S.C. chapter 31, subchapter IV, Wage Rate Requirements (Construction)

This IDIQ will be for demolition subject to Construction Wage Rate Requirements (the 4 DBA wage determinations).

Demolition in which no further work is intended, even if by separate contract, are subject to Service Contract Labor Standards and will also fall under this IDIQ. Reference Soliciation 1442, Section F, para. n.

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