FINAL COPY 16May25 BID RFI LOG-ENTRY CONTROL FACILITY-ATLANTIC CITY ANGB.pdf

FINAL COPY 16May25 BID RFI LOG-ENTRY CONTROL FACILITY-ATLANTIC CITY ANGB.xlsx Page 1 5/16/2025 3:06 PM

Bid Question Answer and Comment

2.5.2. VOLUME 2, PART 1, subfactor 1, Experience & Capability: Kindly confirm that this factor will include below items only:

-Experience: Exhibit A of (3-5 relevant Projects) -Capability: experience of key construction personnel , EXHIBIT B, EXHIBIT D

Exhibits are the minimum requirement. The intent is to provide a narrative discussing the experience of key personnel. Experience and capability proposal is limited to 10 single pages. Review section 00 22 16 2.1.1

Do we need to submit Exhibit ’B’ only if intendent person is not a part of organization? or we need to include EXHIBIT B – SUBCONTRACTOR INFORMATION AND CONSENT FORM in subfactor 1 for all main trades proposed sub-contractor?(Reference below) Vol 2,-2.5.2.2.1 states that “In the event the intended person is not part of the offeror's organization at the time the proposal is submitted then a completed Exhibit B, "Subcontractor /Team/Key Personnel Information and Consent Form" is also required, or the information will not be considered”.

As per section 00 21 16, paragraph 2.5.2.2, completed Exhibit B when intended person is not part of the offeror's organization at the time the proposal is submitted.

Do we need to submit Exhibit D_ letter of commitment for all main trades proposed sub-contractor in subfactor 1?

Question 4: If Sub factor I- will include Exhibit A for (3-5 projects), Key personnel detail, & Exhibit- B ,Exhibit-D, Page limit 10 might not be suffice for all the inclusions.

Submit what you deem necessary to demonstrate technical expereince and capability of key personnel and key subcontractors.

2.5.3 Volume 2, Part 2-Offeror need to submit Exhibit ’A’ Vol 2 Part 2 information only? Can Prime contractor include the experience of his proposed sub-contractor under his experience?

As stated in section 00 21 16 paragraph 2.5.2.1.1. "A reiteration of the information provided in Exhibit A is neither required nor desired.

Offeror should reference this information by providing a short summation of their relevant experience to meet the submission requirements of this subfactor." Prime contractor may include the experience of his proposed sub-contractor providing it is identified and shown as the sub-contractor's experience. Also review paragraph 2.5.3.9.

2.5.3 Volume 2, Part 2-Offeror need to submit Exhibit ’A’ Vol 2 Part 2 information only? Kindly confirm that if CPARS can be used in place of PPQ- Exhibit C?

Exhibit ‘A’ states: Prepare and send Exhibit C Package to the reference(s) for each of projects discussed in the Exhibit As, whereas

Solicitation letter Sec 00 21 16-2.5.3 Vo 2- 2.5.3.11. mentioned Past Performance References - REQUIRED - A "Final" Performance Evaluation (Construction) (also referred to as CPARS Evaluation) issued for a project may be included in lieu of sending out reference package for the project. OR Offerors shall prepare and submit to prior client(s) of all the projects listed on your Exhibit A submission a Reference Package (Exhibit C) (Detailed instructions are included in

As per Section 2.5.3.11 you may submit CPARS Evaluation in lieu of sending out a Reference Package (Exhibit C)

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WEATHER BARRIER: Per Detail 1 on Drawing #A-601 shows continuous weather barrier and we would like to clarify if that detail applies to Self-adhering air barrier (07 27 19) or Fluid-Applied Membrane air barrier (07 27 26). Please advise.

Contractor has the option to use either or both products to achieve the continuous weather barrier.

PROJECT MANAGEMENT SOFTWARE: Please provide pricing information on the required Project Management Software for bidding purposes.

See Projectmates contractor details attached to solicitation posted in Sam.gov. Please reference section 01 00 00 General requirements paragraph 5.3

BALLISTIC LEVEL - Please provide the Ballistic Resistant Level of Protection Required for bidding purposes. (Examples: UL Level I, UL Level II, UL Level III, etc…) The ballistic resistant level shall be UL 752 Level III.

Drawing #L-101 points to location of wedge barrier as Bid Option #3, whereas bid schedule for Option #3 states drive lane gates and barriers. Please Clarify.

The reference to Bid Option #3 on L-101 can be deleted. The correct Bid Option #3 is the drive lane gates and barriers at the checkpoint.

10 Drawing #A-201 detail #1 shows cast aluminum. “Jersey Devil” logo, but no details and specifications. Please advise.

Multi-color finished cast aluminum logo that includes projected mounting with collars and threaded studs set in adhesive. Size of logo is approximately 16"W x 24"H. Image of "Jersey Devil" to be Government provided.

Drawing #S-511, Note #3.201 on Drawing #S-511 states see detail #8/S-522 which is missing on Drawing #S-511. Drawing #CS-172 Keyed Note 3.201 on S-511 should reference detail 1/S-502, not 8/S-522.

Solicitation, Offer, and Award Paragraph 10: Solicitation. Can the NJ Air National Guard add NAICS code 237990 Other Heavy and Civil Engineering Construction to the solicitation?

After reviewing the plans and specifications for project #AQRC169009, we found that it contains a substantial amount of Civil Engineering Construction for the NAICS code 237990. Along with the civil work needed in the base bid, Option Line Items (OLI) #1 - Add right turn and acceleration lanes, OLI #2-Reconstruction of existing pavement, OLI #3 - Drive lane gates & barrier, and OLI #4 Base entry signage. We are requesting that this code be added to the solicitation.

After reviewing this request, the Government has determined that NAICS Code 237990 will not be added.

Note # 18 on CS-172 calls out Bid Option 4, but nothing calls out the Base Warning Sign at Entry per detail 10/ CS-201. Is the intent of Bid Option 4 (Primary Installation and Gate Identification Sign) to be constructed in lieu of the Base Warning Sign at Entry per detail 10/ CS-201? Also, per detail 11/CS-201 (Base Warning Sign Along Perimeter Fence), there is no other information as to where they go, how many, how far are they spaced apart. Please provide detail.

Civil Base Warning Sign added to DWG CS172 on south side of driveway. ABI 4 does not replace Detail 10/ CS201, both are required. Locations of Detail 11/ CS201 added to

CS172

Clarify what the communication contract will or will not provide for the Advantor system/cabling.

Provide network fiber per design, patch, test and terminate to Security switch in gatehouse.

Will the Cat6 cables to the camera locations be installed by Advantor or should this be done by the telecomm contractor?

The design intent was for the telecom contractor to provide all the category 6 cables and coordinate with the security contractor.

Will the camera Cat6 drops terminate on the 48 port patch panel shown on TT502 Detail 4 telecomm wall cabinet or will the camera drops terminate on a separate patch panel in the security cabinet?

Guidance for outdoor cameras and license plate readers is provided on TS012 general note B. Keyed note 3 on sgeet TT100 addresses other securty CAT 6 locations.

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Where will the 25pr underground OSP cable terminate in the new shelter?

Unclear on 'Shelter' terminology. If the question is refering to the new guardhouse direction is provided on sheet TT601 for end points of optical fiber and copper cabling.

Detail 6 on sheet TT501 provides further gudiance for the location of the primary entrance terminal for the 25-pair cable.

Willl a fire rated plywood backboard be needed for the 25pr OSP terminal in the shelter?

This is a means and methods. Since the protector is located in the rear pan of the lower telecommunications cabinet a backboard is not required per electrical code.

TT601 shows a 24SM, 25pr and 9-cell fiber mesh duct. Is the 9-cell fiber mesh duct only to be installed from existing MH-26-2 to the new guardhouse? Or, does it need to be installed from the new guardhouse all the way back to B272?

Drawing TT601 detail 2 depicts the two end points for the cabling and fabric mesh duct which are ITN 272 and the new guardhouse.

Is there spare open and available existing MaxCell or innerduct from B272 to existing MH-26-2 that the 24SM and 25pr cables can be pulled through? At the time of the design the base indicated that there was sufficent spare capacity.

Is there available rack space in B272 for a 1U fiber shelf to be installed for the fiber termination?

At the time of the design the base indicated that there was sufficent rack capacity. See keyed note 1 on sheet TT601.

Is there backboard space available in B272 to mount the lightning protector for the 25pr SOP cable?

At the time of the design the base indicated that there was sufficent wall space. See keyed note 1 on sheet TT601.

23 TY601 shows ITN Building 27. Where is B27? Is this B272? Yes, ITN B27 is B272

The Vol 2 Specifications 2.2 CRASH RATED ACTIVE VEHICLE BARRIER SAFETY SCHEME says to install and program the Hybrid Beacon safety scheme. Please provide a copy of the correct Traffic Engineering and Highway Safety Bulletin used in this specific design. Please see Bulletin 20-01

Please confirm that alternate electric or hydraulic crash rated barriers can be proposed as long as they meet the specified impact conditions and penetration ratings?

Other barriers are acceptable if they comply with the specifications and are on the current DOD Anti-Ram Vehicle Barrier List.

Does each proposal have to include the basis of design equipment along with any alternative options, or can bidders only bid “or equal” equipment?

Bidders may bid 'or equal' equipment and materials, but if the equipment or material submittals are reviewed and deemed to not be equal, bidder will be required to provide the equipment or materials that meet the requirements, at no additional cost to the Government. It is suggested that 'or equal' requests be submitted during bidding, so a determination can be made and distributed prior to the bid date.

The Vol 2 Specifications 2.16 UNINTERRUPTIBLE POWER SUPPLIES (UPS) states When the facility UPS provides power to equipment/systems listed, then separate stand alone UPS are not required. Does the facility have a UPS that provides power to equipment? The building does not have a facility-wide UPS system.

Will contractor personnel with a Real ID-compliant driver's license be granted access to the 177th FW base, or is an Enhanced ID or alternative documentation required? Contractors will need a Real-ID compliant Driver’s license to obtain a DBIDS card.

There is an existing fire hydrant near the proposed access road—would the contractor be permitted to draw water from it if a meter is installed? Yes.

Is it permissible to begin Phase 1 construction activities outside the base if a temporary separation fence around the designated area is installed?

The fence must be PERMANENT fence to work on Phase 1 without restriction from the 177th FW.

Can temporary electric power be sourced from utility poles outside the base, or must it be derived from within the base? Electric can be from outside. This will be the contractor responsibility to get access to it.

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Is there a designated area where the contractor is permitted to stockpile excavated soil?

Areas adjacent to the proposed work and within the work area may be used based on laydown proposal.

33 May a staging area be located outside the base if a secure temporary fence is installed around it?

The intent is for the full project site to be considered outside of the Base once the temporary perimeter fence has been installed. The staging area can be part of that.

I can’t find any information on the specific door hardware that is to be provided. Can you please provide that information? Hardwares sets will be provided as part of Addendum 1.

Where is the Chamber System being located and utilized as detailed on drawings CU-502 to CU504? The system is identified by the dashed linework in the lower left of drawing CG112.

Bid Option No. 3 is unclear. Please clarify the “VERTICAL RAISING MANUAL BARRIERS”, “AVB” and “Crash Rated Active Barriers” are all the same reference. Where are the CVI Lanes? Please provide specifications for the swing gates reference and these are not graphically depicted.

Drop arm gates are referenced as Bid Option No. 3, is this correct?

The CVI lanes are to the right approaching the inspection canopy. Clarification has been added to the plan legend for the drop arms.

37 Section 00 21 00 Instructions #11. BID BONDS states a bid bond must be provided with our proposal but does not qualify the amount. Please advise the amount required for the Bid Bond. See solicitation clause 52.228-1 Bid Guarantee

Will the Cat6 cables to the camera locations be installed by Advantor or should this be done by the telecomm contractor? The design intent was for the telecom contractor to provide all the category 6 cables and coordinate with the security contractor.

Will the camera Cat6 drops terminate on the 48-port patch panel shown on TT502 Detail 4 telecomm wall cabinet or will the camera drops terminate on a separate patch panel in the security cabinet?

Guidance for outdoor cameras and license plate readers is provided on TS012 general note B. Keyed note 3 on sgeet TT100 addresses other securty CAT 6 locations.

40 Where will the 25pr underground OSP cable terminate in the new shelter? Refer to Keyed Note 1 on TT601.

41 Willl a fire rated plywood backboard be needed for the 25pr OSP terminal in the shelter? Refer to Detail 2 on TT502.

42 Please confirm export of all spoils to be included in base bid, Owner has no availability to lose spoils elsewhere on the property?

Bidders should consider how much material can be wasted on site in adjacent project areas and bid accordingly to remove per requirements, the balance of material not needed or wasted on site. Clean soil can be transported via contractor expense to the FAA disposal site northeast of the Atlantic City airport terminal. Hauling to the pile, along with the necessary work to ensure the stability of the pile is the contractor responsibility.

Hauling may occur on the outer perimeter road.

43 Please confirm design location of 45"x77" Arch Chambers The system is identified by the dashed linework in the lower left of drawing CG112.

PREFAB SHELTER: 12 93 00 Drawing A-113 shows a 5’ long bench to be installed in the prefabricated driver enclosure. There is no spec providing detail of this bench. Is this an aluminum bench? A composite bench?

Please provide detail.

The bench shall be an aluminum slat freestanding pedestal bench. Refer to revised Specification Section 12 93 00.

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PREFAB SHELTER: 12 93 00

Drawing A-113 notes the use of one-way glass for the prefabricated driver enclosure. Spec section 12 93 00 paragraph 2.1.6 details ¼” thick, fully tempered, uncoated, transparent/ clear-in-color glazing. Is the glass clear or one-way? Please provide a cutsheet or detail describing the correct product to use for glazing of the prefab driver enclosure.

The glazing shall be tempered one-way vision glass. Refer to revised Specification Section 12 93 00.

BALLISTIC RESISTANT DOORS 101B & 101C: Please provide the exact door hardware required for Ballistic Resistant Doors 101B and 101C.

The hardware sets have been added to the Hardware Specification. Refer to revised Specification Section 08 71 00.

Specify the required ballistic rating for the aluminum storefront

The ballistic resistant level shall be UL 752 Level III. Reference has been added to Specification Section 08 34 02.

Reference: GC-081 TCLP (Toxicity Characteristic Leaching Procedure) Per the grading requirements outlined on Sheet GC081, excavated soil is to be reused on-site when possible and must meet TCLP (Toxicity Characteristic Leaching Procedure) standards if relocated off-site. Is there an existing TCLP test report available for native site soil, or is the contractor required to perform initial testing?

TCLP test must be performed on all soil (following the TCLP testing standard) that are being relocated off-site. The contractor is responsible for performing the test on the site specific soil. There are no TCLP reports for native soil as these tests are done per site as needed.

49 Reference: GC-081 TCLP (Toxicity Characteristic Leaching Procedure) If soil fails TCLP, is there a pre-approved off-site disposal facility we must use?

Soils that fail TCLP test must be taken to any approved NJDEP or EPA approved facility. A facility has not been identified.

Reference: GC-081 TCLP (Toxicity Characteristic Leaching Procedure) Given the potential cost impact if any portion of the excavated soil is determined hazardous, how should the bidders account for this uncertainty during the bid phase?

Bidders should consider how much material can be wasted on site in adjacent project areas and bid accordingly to remove per requirements, the balance of material not needed or wasted on site. Clean soil can be transported via contractor expense to the FAA disposal site northeast of the Atlantic City airport terminal. Hauling to the pile, along with the necessary work to ensure the stability of the large pile is the contractor responsibility. Hauling may occur on the outer perimeter road.

Reference: GC-101, Installation Note #5 – Soil with pH < 4 We request clarification on the requirement to treat soils with a pH value less than 4 per the standards for managing highly acidic soils. Note #5 and the requirement have been removed from the plans.

Reference: GC-101, Installation Note #5 – Soil with pH < 4 - Will any existing soil pH data or geotechnical reports be provided to the contractor prior to excavation? Note #5 and the requirement have been removed from the plans.

Reference: GC-101, Installation Note #5 – Soil with pH < 4 If no data is available, is the contractor responsible for conducting pH testing? If so, when should testing occur — pre-bid, during clearing/grubbing, or at excavation? Note #5 and the requirement have been removed from the plans.

Reference: GC-101, Installation Note #5 – Soil with pH < 4 How should contractors account for the potential cost impact of acidic soil treatment at the bidding stage? Should a unit rate, allowance, or contingency be included, or will this be addressed via change order if encountered? Note #5 and the requirement have been removed from the plans.

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Reference: CG-408, Manufacturer Detail Note – Delta Scientific TC25 We request clarification on the reference to Delta Scientific Corporation Model TC25. Upon review of Delta Scientific’s current product offerings, TC25 does not appear in their lineup.

However, models such as TC8, TC12, TC14, TC20, and TC28 are listed. Which of the listed models are acceptable equivalents for CG408?

TC14 and TC28 are acceptable models. Other manufacturers can be considered if providing similar product performance characteristics.

Reference: Site Utilities Coordination: We request clarification regarding existing and planned site utilities that may be managed by the base.

Please confirm the following:

A note has been added to drawing CG081 that states “Contractors must notify NJANG when all buried utilities are being installed prior to backfilling and for existing utilities that are uncovered. NJANG will coordinate with FAATC so that the FAATC can GPS and monitor all utilities.”

57 Reference: Site Utilities Coordination: Are there any base-managed utility company (e.g., water, sewer, communications, power, etc.) that we need to coordinate with during construction activities?

A note has been added to drawing CG081 that states “Contractors must notify NJANG when all buried utilities are being installed prior to backfilling and for existing utilities that are uncovered. NJANG will coordinate with FAATC so that the FAATC can GPS and monitor all utilities.”

58 Reference: Site Utilities Coordination: If so, please identify the point of contact or authority responsible for managing and approving any work or tie-ins involving these utilities. The COR is the point of contact through NJANG to FAATC.

59 Reference: Site Utilities Coordination: Are there any specific procedures, permits, or coordination protocols required to engage with base utility services.

Notification is required to the COR at least 2 weeks prior to any utility installation to allow NJANG to coordinate with FAATC.

Reference bid extension and second Site visit: Given the current timeline and the complexity of the scope, we respectfully request consideration for a bid due date extension till end of the month. Could you please advise if an extension is being considered or may be granted? Additionally, we would like to request a second site visit opportunity to ensure comprehensive understanding of site conditions and to support the accuracy of our proposal. Please let us know if another site walk can be arranged. No extension nor second site visit to be provided.

There is no spec provided for the prefabricated shelter on the project. Kindly advise.

Can pre-engineered guard houses which are the exact same as the drawings be quoted in lieu of the separate construction shown on drawings?

Refer to specification section 12 93 00 - Site Furnishings

Confirm that there is no page limit for 2.3.2 VOL 2-Part 2,Past/Present Performance Information.

As stated in 2.5.3.4. Offerors shall discuss their performance using the Performance Relevancy Questionnaire format, Exhibit A, Part 1. Prepare not more than (3-5) of these documents. There are not other page limitations in this part; however, offerors are cautioned not to include exessive and or unecessary documentation making the evaluation process more cumbersom and more difficult.

2.3 Vol 2 Subfactor 1 - Experience and Capability (limit resumes to 1 page each) whereas 2.5.2 Vol 2 mentions 2.5.2.2.1 (Resumes or experience cut sheets are limited to 2 pages )-confirm page limit for resumes. Limit resumes to 2 pages in both sections

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Section 00 21 16 – Instructions to Proposers, #2.5.2.3 Subfactor 2 – Construction Schedule states “The schedule itself is not subject to page limits; however, any narrative accompanying the schedule submission is limited to 3 pages, excluding tabs and indexes.”

Yet, Section 00 21 00 – Instructions, Section 00 21 16 – Instructions to Proposers, #2.3.1 Part 1 – Technical Capability Proposal. Subfactor 2 – Construction Schedule (schedule no page limit; narrative – no more than 2 pages)

All narrative accompanying the schedule submission is limited to 3 pages, excluding tabs and indexes. The Schedule itself is not subject to page limits. Section 00 21 16 – Instructions to Proposers, para 2.3.1 Part 1 – Technical Capability Proposal. Subfactor 2 is changed to read Construction Schedule (schedule no page limit; narrative – no more than 3 pages)

The specifications for ballistic rating on the fiber glass sheathing that go in the wall and ceiling assembly of the guard house state: 2.7 BULLET-RESISTANT FIBERGLASS PANELS Panels shall be made of multiple layers of woven roving ballistic grade fiberglass cloth impregnated with a thermoset polyester resin and compressed into flat rigid sheets. The production technique and materials used shall prevent ricochets by providing the controlled internal delamination to permit the encapture of a penetrating projectile. Panels shall be rated and tested for UL 752 and NIJ Std 0108.01 Level III ballistic protection. Question: To achieve this rating the panel will be more than 1” thk. Drawings show a ½” thk. Sheathing – please clarify.

There are products available that meet the rating and ½” thickness.

66 Sheet CU502, CU503 & CU504 show an elaborate storm water management chamber system. Location of the same is not represented on the drawings. Is this system part of the project? The system is identified by the dashed linework in the lower left of drawing CG112.

The cost of the guard house can vary drastically depending on if pre-engineered structures can be accepted for the same. Kindly let us know if pre-engineered structures meeting the ballistic requirements can be provided in lieu of stick build. Bid as shown.

68 The site electrical plan does not show power to the traffic spikes located in proximity to the guard house. The traffic spikes are to have a heating system. Please clarify if power needs to be provided at this location. Power needs to be provided to the traffic spikes.

69 Drawings state Langley Road can be shut only for a duration of 2 weeks. Kindly consider extending this period. This duration will remain through award. Correspond with the COR after award to determine if a longer duration is possible without impacting Base operations.

70 Is the camera and security system being provided by the government security contractor. It is our understanding that only security roughin’s are included under current project scope. The Government's security contractor must still be hired by the general contractor to perform the work. The camera and security system must be a part of that bid.

71 Would the government require a vehicle scanning system since this is an entry control point? No information about the same is provided either in the drawings or specs. A vehicle scanning system is not required, thus is not listed in the project documents.

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"Ballistic Rating Clarification: We had a question regarding the specified ballistic protection level in the documents:

• Paragraph 2.7 on Page 6 of Section 08 34 02 (page 612 of 724 in the PDF) states that the bullet-resistant fiberglass panels must meet both UL 752 and NIJ Std 0108.01 Level III.

However, these two standards specify very different levels of ballistic protection:

• UL 752 Level 3 is rated for multiple rounds from a .44 Magnum handgun and would require ½”-thick fiberglass

— which aligns with the drawings.

• NIJ Level III is rated for 7.62mm NATO FMJ rifle rounds (e.g., M80) and would require ~1½”-thick fiberglass.

Can you confirm which standard is required: UL 752 Level 3 or NIJ Level III?"

There are products available that meet the rating and ½” thickness.

73 "On page CS172, note 15, Sign for Vehicle Barrier Lights. Will power be needed for these lights, not shown on the electrical plans?"

On CS172 it states on the key note 15 ""BARRIER ACTIVATED WHEN FLASHING" SIGN ON POST, SEE DETAIL 1/CS201". Please follow key note.

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