Returned to AQ PPI Log_10JUN25.xlsx
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- Solicitation number
- N4008525R2522
About this file
This file is a comprehensive Questions and Answers (Q&A) document for the Naval Facilities Engineering Command's solicitation N4008525R2522 to replace the Fuel Pier at Marine Corps Air Station Beaufort in South Carolina. The document contains 50+ technical clarifications and responses addressing various project aspects, including demolition requirements, marine construction specifications, environmental constraints, safety provisions, and pricing details. Key points include a firm fixed-price contract with base and option line items, a project duration of 900 calendar days, and a bid due date of June 17, 2025.
The solicitation involves complex marine and landside construction work, with specific requirements for pile installation, underwater demolition, environmental controls, and specialized infrastructure like overhead doors, piping systems, and fuel-related equipment. Notable technical details include guidelines for marine mammal protection, tidal condition restrictions, radiation source handling, and specific construction methodologies for pier replacement. The government will handle radiation waste removal, and contractors must comply with various environmental and safety regulations, with the total construction area encompassing both marine and landside work.
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| Date Submitted | LEAVE BLANK | Reference | Question | Government Response |
| Page | ||||
| Section | Paragraph | |||
| 04/23/25 | SB003 | Plan Sheet SB003, Waterfront Demolition Note 8, states: “Piling must not be shaken, or material removed during demolition.” Please confirm whether this note excludes the use of vibratory extraction for pile removal on this project. |
Additionally, the same note requires the use of a clamshell bucket “in the best tidal conditions.” Please clarify what is considered the “best tidal conditions” for clamshell bucket operation in this context. Vibratory methods are permitted per section 3.1.2. The statement about shaking the pile is an environmental permit requirement that requires limiting the release of soil/material that adheres to the pile during extraction into the waterway. After the pile has been extracted, the contractor is not allowed to shake the pile to remove the material stuck to the pile over the water or land.
"Best tidal conditions" refers to the time approaching and leaving a slack tide or during still low tide in attempts to limit the movement of sediment.
| 05/21/25 | Per S&ME Hazardous Building Materials Assessment Report (Appendix A), MCAS representatives will determine the proper disposal for the low-level radiation sources items in accordance with their SCDHEC Radiation Safety Permit, Department of Defense and the Nuclear Regulatory Commision. Please provide the proper disposal for the low-level radiation sources items. | If it is to be determined that we do have radiation waste on MCAS Beaufort, the installation would be responsible for its removal. | |||
| 05/21/25 | Volume 1 - page 172 of 640 | 01 35 40 . 00 22 | 1.5 | Is the Marine Mammal Protection Manager (MMPM) allowed to have other job duties on the project? | No, per the specification. |
| 05/21/25 | Volume 1 - page 54 of 640 | 01 32 17 . 00 20 | 1.9 | Is the Designated Project Scheduler allowed to have other job duties on the project? | Yes, per the specification. |
| 05/21/25 | Volume 1 - page 23 of 640 | 01 14 00 | 1.3.d | What is the maximum permissable crane height allowed by the FAA? | Per spec 01 14 00 Seciont 1.3 d. Contractor to determine permissable crane heights. Follow all guidance and direction required by FAA. |
| 05/21/25 | Volume 1 - page 24 of 640 | 01 14 00 | 1.3.f | Is there a limitation as to how far Contractor personnel and equipment must be relocated during fueling operations? | Contractor personnel should vacate the pier during the barge unloading. Contractor may work on land during the barge unloading. Equipment may remain as long as it does not directly impacting fueling operations. |
| 05/21/25 | Volume 1 - page 25 of 640 | 01 14 00 | 1.3.n | Please furnish the special fire provisions pertaining to the station and the pier. | Any special fire provisions or permitting requirements related to "hot work" have been provided in project specifications. |
| 05/21/25 | Fuel Pier Drawings 25May1956 | On drawing 735327, detail 2 - How many 1.5in diameter dowels need to be cut in phase 1 demo? | The total quantity of 1.5 inch diameter dowels is not indicated on the original drawing set. For bidding, it should be assumed there are a minimum of 9 dowels located within each of the cast-in-place closures between the precast U-beams (See Section E-E on Drawing No. 735327. The quantity of dowels that need to be cut is up to the contractor to facilitate demolition and construction. | ||
| 05/21/25 | S-531 | Please refer to sheet S-531- Steel details. Confirm if L3-1/2"x3-1/2"x3/8" angles are to be on both sides of the purlin to girder connection - detail B2/S531. | A total of (2) angles are needed for Detail B2 / S-531. Angles on the back side of the left-to-right beams are not required. | ||
| 05/22/25 | Page 12-13 | ||||
| Factor 1, Corporate Experience | Please confirm if relevant construction projects that have reached substantial completion, but are not yet fully completed, can be considered as part of our corporate experience. ("Substantial completion" is defined as the stage in the construction process when the project is sufficiently complete, in accordance with the contract documents, so that the owner can occupy or utilize the work for its intended use.) | Fully complete. | |||
| 5/28/25 | 22 | 31-62-13.20 | 3.2.6 | Will Probing or punching be premitted for pile instllation instead of predrilling | It is envisioned that predrilling will provide more effective alignment control for the piles in order to maintain tolerances. If contractor can meet the necessary tolerances with spudding or punching then it is acceptable. |
| 05/28/25 | The drawings show the anodes welded directly to the structures. As they are welded, taking current measurements wouldn't be possible without the ability to connect and disconnect the anodes from the structure. Would the Government consider wiring one anode for current measurements? | It is acceptable to wire one anode for current measurement. Future measurements will likely be obtained using a Bathycorrometer. | |
| 05/28/25 | Due to the anodes being permanently shorted via welding, the base potential measurements would need to be taken before the anode installation. Would this approach be acceptable? | This approach is acceptable | |
| 05/28/25 | Given that galvanic anodes are being used in a relatively small installation, stray current issues are unlikely. Does the Government still want an evaluation of stray current on nearby structures? | Since the structure is relatively remote, stray current measurements do not need to be measured | |
| 05/28/25 | Amendment 10, Option 3 and 4 PPI Responses | Amendment 01, PPI responses states to "Price Conservatively". This is an unreasonable response and does not quantify or cap the quantity of shutdowns that may occur that could lead to overall compensable project delays. Please provide a shut down quantity cap for both Option 3 and Option 4 so we can price? Is the quantity numbers provided for Option 3 and Option 4 the maximum cap quantity? | Contract is firm fixed price. Clins with unit quatities are only for future government reference. |
| 05/28/25 | 01 14 00 Work Restrictions | Please confirm that the only work restrictions to be included in our Base Bid Price is the Air Shows listed in Specification section 01 14 00? If others, please help identify? | All restrictions noted in 01 14 00 and other contract documents should be considered in the base bid. |
| 05/28/25 | 01 14 00 Work Restrictions | 01 14 00, 1.4.g. mentions Air Shows are tentatively scheduled on Base every two years and next Air Show is scheduled for April 2025. Should we assume the next Air Show to be approximately April 2027? | Correct |
| 05/28/25 | 01 14 00 Work Restrictions | 01 14 00, 1.4.g. mentions Air Shows are tentatively scheduled on Base every two years for which the constractors construction activities may be affected over this two-week period. Please define what "may" be effected means? For pricing, should we assume a complete shut down of the site for two weeks? | A full shut down for two weeks is not anticipated. Typically two business days max will be distrupted by base acess retrictions and contractors are advised to adjust work days to accommodate. |
| 05/28/25 | Pricing Form | Pricing Form, 1.1 General Bid Notes, item b. states that a firm fix price is required for CLINs 2, 3, 4, 5, 6. Please confirm that CLIN 4, 5, 6 identified as Unit Prices are actually firm fixed prices based off the quantities provided? | Contract is firm fixed price. Clins with unit quatities are only for future government reference. |
| 05/28/25 | Pricing Form | Pricing Form, 1.2 CLIN Bid Notes, item a. CLIN 1D states this unit price only pertains for work stoppages, during typical work day hours, in which the contractor has already begun his work but is then required…. Please confirm this work stoppage can occur at the beginning of a work day prior to work commencing if required to meet MMPA compliance? Workers will already be on site. | "Bid per the pricing form". |
The note indicated, "This pertain to only those work stoppages, during typical work day hours, in which the contractor has already begun his work"
| 05/28/25 | Pricing Form | Pricing Form, 1.2 CLIN Bid Notes, item c. CLIN 4 and 5 states…where the contractor is unable to shift manpower and equipment to other productive contract work…. These options are for stop work and completely evacuate personnel from the job site so we cannot shift manpower to other work. Please delete this phrase from these bid notes. | There may be times when landside or temporary construction work may continue during main pier shutdown. Phrase will remain. | |
| 05/28/25 | Pricing Form | Pricing Form, CLIN 5, Option 4 states to completely evacuate his personnel and equipment from the job site. Please delete "equipment" from this statement. We do not believe it is the Government's intent for us to remove equipment such as cranes, barges, etc from the jobsite. | Equipment may remain as long as it does not directly impact fueling operations. | |
| 05/28/25 | RFP | RFP, Factor 1 Corporate Experience under Size states project to have a total construction area of at least 5,000 square feet. Please confirm the construction area includes both marine and landside work? | Correct. Construction area is total, to include landside and marine work. | |
| 05/28/25 | S-211 |
S-221
| S-511 | The Elevation drawings for the meter pad and stripping pad (S-211 and S-221) show a CMU façade and the structural details on S-511 only show a concrete wall. Please confirm that the wall is to be Concrete. | Confirmed wall is to be cast-in-place concrete. However, see Keyed Note 1 on S-211, S-221, and S-511 for concrete form liner requirements. | ||||
| 05/29/25 | N4008525R2522 | RFP | Please consider extending the bid due date (2 - weeks). Subcontractors/vendors are experiencing delayed returns of quotes and pricing. 7/1/2025 requested bid date. | Due date was extended 14 days. Due date is June 17th. | ||
| 06/02/25 | N4008525R2522 | Specifications | Please provide daily navigation requirements and expected boat traffic expected during construction. | Contractor will need to follow all standard navigational requirements per the US Coast Guard and all appropriate South Carolina Laws. The Marine Corps Air Station Beaufort does not have any requirements above and beyond the US Coast Guard or State Law. Expected boat traffic will vary as this project is located within part of the Intercoastal waterway. | ||
| 06/01/25 | Amendment 02 | Pricing Form | Price Proposal Form is in track changes. Please re-issue. | Provided | ||
| 06/01/25 | Amendment 02 | Pricing Form | Price Proposal Form added Line Item 1E. There are two units provided, Each and LF. Please revise to LF. | Revised bid form. | ||
| 06/01/25 | Amendment 02 | Pricing Form | Price Proposal Form, Line Item 1A. Please confirm quantity is 8,710. | Confirmed | ||
| 06/01/25 | Amendment 02 | Pricing Form | Price Proposal Form, General Notes 1.1.b revised award CLINs 2, 3, 4, 5 to within 180 days. Based on our created project schedule, many of these CLINs may have to start prior to 180 days such as CLIN 6 for unsuitable soils. Please confirm how this should be handled or reduce the award date to 60 days? | Option Clins will be awarded if funds are available and need arises. Price accordingly. | ||
| 06/01/25 | Amendment 02 | Pricing Form | Price Proposal Form, General Notes 1.1.b revised award CLINs 2, 3, 4, 5 to within 180 days. Based on our created project schedule, many of these CLINs may have to start prior to 180 days such as CLIN 4 and 5 for shutdowns. If a shutdown per CLIN 4 and 5 occurs prior to the CLIN award, please explain how these costs will be handled? | Option Clins will be awarded if funds are available and need arises. Price accordingly. | ||
| 06/01/25 | Amendment 02 | PPI - Dredging | Amendment 02 PPI response states dredging will not be completed by the award of this contract. Please confirm the dreading operations will not interfere with the scheduled marine contruction for this project? | Assume dredging operations will not intefere with this contract. | ||
| 06/02/25 | MF301, MF401 | 33 57 55 | 2.7.1 | Sheet MF401 shows an 8" x 6" reducer upstream of the turbine meter that appears to be part of the flow straightening vane assembly piping. Can 6" flanges be added after the reducer, so the flow straightening vanes can be installed within the 6" pipe upstream of the meter and not require the 8” x 6” reducer to be part of the vane assembly piping? It will make the manufacturing of the flow straightener vanes and piping much easier. | It is acceptable to use pre-manufactured flow straightening assemblies that have flanged end connections. If the manufacturer of the assembly does not allow for the welding of a support to the assembly, the design of support PS401-4 would need to be changed and any cost bore by the contractor. | |
| 06/02/25 | MF750 | 33 52 40 | 2.4 | There aren't any specification requirements for the safety relief valves with regards to API 620. Are the valves required to be ASME rated balanced relief type? | In specification 33 52 40, Add paragraph "2.4.4 Safety relief valves shall be fully enclosed, spring loaded, angle pattern, single port, hydraulically operated type with plan caps. Valves shall meet the requirements of ASME BPVC SEC VIII D1 and API Std 526. Valve stems shall be fully guided between the clsoed and fully open positions. Valves seats shall provide a double seal with a metal-to-metal seat in addition to an oring soft seat. End connections shall be ASME B16.5, 150 lb class raised face flanges." |
They are not to be balanced relief type.
| 06/02/25 | Solicitation | Factor 3 | Factor 3, Safety requires a Technical Approach for Safety with a 2 page limit. Due to the amount of information being requested please consider increasing the narrative to 3 pages. | will remain 2 page limit. | |
| 06/02/25 | 08 33 23 | 2.1.2.1 | The Overhead doors specifications require an aluminum door but the specified wind loads can not be met with aluminum construction. Please provide revised documents with material that can meet specified wind loads. | Provide powder coated stainless steel to meet the wind pressures specified. In specification 08 33 23: |
Section 2.2.1.1 Curtain Materials and Construction, delete first paragraph in its entirety and replace with: "Provide curtain slats fabricated from Type 304 stainless steel sheets conforming to ASTM A666; sheet thickness as required by the size of the door to meet the required windload."
Section 2.2.1.3 Curtain Bottom Bar, delete paragraph in its entirety and replace with "Install curtain bottom bars as pairs of angles or using extrusions from the manufacturer's standard stainless not less than 2.0 by 2.0 inches by 0.188 inch. Stainless steel extrusions conforming to ASTM A666, Type 304."
Section 2.2.2.2 Hood, delete "aluminum 18-gauge B&S" and replace with "stainless steel".
06/02/25 08 33 23 2.2.1.1 The overhead door specification section 2.2.1.1 requires insulated slats but section 2.2.1.2 states "non-insulated". Are insulated overhead doors required and what is the R-value required? Provide non-insulated curtain per Section 2.2.1.2.
In specification 08 33 23, Section 2.2.1.1, delete third paragraph in its entirety.
06/02/25 08 33 23 2.2.1.1 Section 2.2.1.1 requires maximum flame-spread and smoke-developed indexes of 75 and 450 respectively. This rating is not acheivable with aluminum doors. Please clarify. Provide non-insulated curtain per Section 2.2.1.2.
In specification 08 33 23, Section 2.2.1.1, delete third paragraph in its entirety.
06/02/25 HAZMAT Report The Hazardous Material Assessment report states:
“No sampling and laboratory analysis was conducted as part of the LLR screening. The following items were noted as potentially containing a low-level radiation source: Main deck and Fueling Pier – Lightning Arresters associated with Outdoor Pole Lights – 2 Total Fueling Arm – Counterweight – 2 Total (6 weighted plates each)”
| Due to there not being evidence of suspected material containing LLR, please confirm that LLR is to be excluded in regulated demolition/handling activities? | Correct | ||
| 06/02/25 | HAZMAT Report | The Hazardous Material Assessment report states: |
“The suspect LLR sources are visible and accessible for proper removal. Disposal of the LLR sources must becoordinated with the MCAS Beaufort Radiation Safety Officer. MCAS representatives will determine the properdisposal of the LLR sources in accordance with their SCDHEC Radiation Safety Permit, Department of Defense, and the Nuclear Regulatory Commission.”
| Is the base handling the disposal and contractor just delivering the items to the Base Hazardous Materials Collection Site? | If it is to be determined that we do have radiation waste on MCAS Beaufort, the installation would be responsible for its removal. | |||||
| 05/21/25 | Volume 1 - page 285 of 640 | 01 57 19 | 1.11 | Since MCAS Beaufort is designated as a Large Quantity Generator and Contractor must comply with the regulatory requirements of this generator designation, please provide the regulatory requirements. | Refer to 40 CFR part 262 for a complete description of the LQG regulations. | |
| 06/03/25 | 33 52 40 | 2.2.5 | The Internal Pipe Coating spec calls for an FBE lining meeting AWWA C213 with a manufacturer certification that the system is suitable for immersion in aviation fuel. No manufacturers are capable of providing such certification. Will FBE linings meeting previous spec PRF 4556 be acceptable? | On recent fueling projects, we have seen 3M Scotchkote Fusion Bonded Epoxy (FBE) Coating 134W approved and used. This is not a product suggestion, but rather an example that coatings that meet the requirements exist. | ||
| 06/03/25 | PL601 | |||||
| Please provide specifications or additional details (finish, color, height, etc.) for the emergency shower/eyewash. | See specification section 22 00 00 para. 2.3.1 for all requirements | |||||
| 06/03/25 | Price Proposal Form R2 | 1.1 b | The Price Proposal Form R2, issued on 6/3/25, 1.1 General Bid Notes b. states "If the Option is exercised, the contract completion date remains 775 calendar days after award of the contract." In the solicitation, the performance period is 900 calendar days after award of the contract. Please confirm which is the correct duration. | Updated form provided. | ||
| 06/03/25 | Solicitation | We request a further extension to the proposal submission date of two weeks to July 1, 2025. The project has a number of complexities that are requiring extensive consideration of methodology and coordination of subcontractor scoping and pricing. | Due date was already extended 14 days. Due date will remain June 17th. | |||
| 06/05/25 | During phase 1 demolition and construction, does temporary power for the floating dock need to be provided? | Yes, temporary power is needed for the floating dock, and it needs to be provided. | ||||
| 06/05/25 | Volume 1 | 01 45 00 | 1.6.4.1 | What is the scope of work required for the underwater QC team? | Paragraph 1.6.4.1 in Section 01 45 00 defines the scope of work for the underwater QC team. The requirements for the QC work are defined in the technical specification for that specific component. | |
| 06/05/25 | Volume 1 | 01 45 00 | 1.6.4.1 | Is the removal of marine growth on newly installed pile or existing pile? | This refers to growth on new piles. Growth should be removed in order to observe spalls or cracks on the pile. | |
| 06/05/25 | Volume 1 | 01 57 19.21 | Section 01 57 19.21 Temporary Environmental Controls does not address the disposal of waste soil. Please clarify. | Refer to Spec Section 31 00 00 Earthwork, Paragraph 3.10 | ||
| 06/05/25 | Volume 1 | 03 31 00 | 2.4.1 | What is the target air content (%) for concrete mix designs? | Air Content shall be provided in accordance with Section 1.8.2, 7th paragraph. The target air content shall be in accordance with ACI 301 based on design requirements. | |
| 06/05/25 | Price Proposal Form | Clin 1E | Amendment 3 Price Proposal Form, CLIN 1E has two units. Please confirm it is LF? | Confirmed LF | ||
| 06/07/25 | 01 31 23.13 20 | Table 1 | eCMS specification 01 31 23.13 20, Table 1 requires that schedule, daily production reports, QC reports, EPP, Invoices, meeting minutes, modifications, QCM checklists, QC Plans, rework lists, RFIs, dafety plans, AHAs, safety mishap reports, testing plans, logs, and reports, training records, utility outage reqeusts, warranties, Quality Assurance reports, non-compliance notices, "other government documents, and "all other documents" be designated as CUI . |
This is a large portion of the documentation for this project and will require additional infrastructure to handle the CUI information. Typically, this type of information is not CUI. Please confirm this can be removed. There is no CUI. This can be removed.
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