Re-Bid Questions_C2RL Response 04.24.26.pdf

H:\USPFO\47.191 - Construct 241st Security Measures\10-Bidding\Re-Bid Questions\Re-Bid Questions #1.docx

BID QUESTIONS #1

24 APRIL 2026

CONSTRUCT 241ST SECURITY MEASURES

PSXE182006

The following changes shall be made to the Contract Documents, Specifications, and Drawings:

Contractors should note that answers to questions are to be treated as provisions to the plans and specifications just as addendum items.

1. Question: Permitting – If there are any Environmental Permits (TDEC, USACE, TVA, etc.), they are to be managed by the Government?

1. Answer: No.

2. Question: DBE – Are there any DBE requirements for this Contract?

2. Answer: No

3. Question: Scope - Erosion Control - Are there any erosion control requirements for this Work ?

3. Answer: No.

4. Question: Scope – Undergrounds – Are As-Built Drawings and or stamped Engineering Drawings required for the Work?

4. Answer: No.

5. Question: Scope - Submittals – Is there a complete, consolidated list of submittals required for this project?

5. Answer: Submittal procedures are outlined in Specification Section 01 33 00 as well as Section 01 33 23.

6. Question: Scope – ADA Requirements – Are there any ADA requirements for this Work?

6. Answer: Regulatory requirements are outlined in Section 01 41 00 of the Specifications.

7. Question: Scope – Salvaging – is any part of the Work required to be salvaged?

7. Answer: No.

8. Question: Scope – Landscaping – Are there any landscaping requirements? Are there post landscaping requirements such as watering, maintenance, and or servicing required?

8. Answer: See Drawings and Specifications. Sod Specification Section 32 92 23.

9. Question: Quality Control (QC) – What specific QC inspection and testing is required? Are there any witness or hold points? Soil testing? Concrete cylinders with 7 and 28 day testing

9. Answer: Quality Control Services is covered under Specification Section 01 45 00 and individual specification sections. Concrete Cylinders are required.

10. Question: Geo Report – Is there any Geotechnical Reporting data available for the area?

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10. Answer: Yes. You will see it attached.

11. Question: Scope - If subgrade fails to meet minimum compaction requirements and undercutting is required, is this considered a Change Order (CO) or to be estimated within the bid?

11. Answer: Contractors are to include 50 CY in their base bid and provide a price per CY for removal and replacement with compacted crushed stone.

12. Question: NTP – NTP will be coordinated based on delivery date to site materials?

12. Answer: Do not understand this question.

13. Question Invoicing – Can Contractor invoice based upon agreed upon progress or proof of purchase of materials?

13. Answer: The contract allows for monthly progress payments based on estimates of work accomplished that meet the quality standards of the contract.

14. Question: Bid Bond – We wanted to verify that the Bid Bond is 20% of Contract Value versus 5%?

14. Answer: The bid bond must be 20% of the bid price or $3,000,000.00, whichever is less.

15. Question: Operational Documentation - What operational documentation and training is expected at= project closeout?

15. Answer: Contract closeout procedures are covered by Specification Section 01 77 00. Operation and Maintenance Data is covered under Section 01 78 23.

16. Question: Insurance - Is Public Aircraft and Passenger Liability insurance required for this project?

16. Answer: The required insurance includes Workmen's Compensation, Comprehensive General Liability, and Comprehensive Automobile Liability.

17. Question: Warranty – Besides Manufacturer and 1-year on workmanship are there any specialized= warranty expectations?

17. Answer: No

18. Question: Scope - Column Base - Do the column bases (Key Note "A" and "B" from Drawings Pg. 2 of 4) have to be formed? We would like to augur a hole of equivalent diameter as the Drawings indicate, set the rebar, and pour the concrete directly into the augured hole. Versus larger excavation and forming the concrete bases. Please advise.

18. Answer: Foundations shall be per manufacturer’s instructions per Detail A-1 on Sheet C2.1.

19. Question: Scope - Crash Rated Cable - Can we install anchoring system in the Columns – As we review the Drawings, there is a cable, anti-penetration, collision cable that is required to be installed as part of the AmeriStar system. We understand that fully engineered AmeriStar, anti-penetration, collision cable was connected to larger steel bollards system, concrete filled (not part of this design).

The current design replaces the bollards with the Column system (Key Note "A" and "B" from Drawings Pg. 3 of 4). But in the current design basis there is no anchoring system for the cable to the columns.

We would propose anchors installed as part of the columns system when pouring the concrete on interior of the CMUs and complete the brick veneer after the anchors have been installed. Note, between the concrete base and column there is almost 5 cubic yards of concrete; 20000LBS. If this is not acceptable, please advise how to address/install anti-penetration, collision cable with anchoring.

19. Answer: Contractor to install crash cabling and terminate inside masonry columns per manufacturer’s recommended details. In past projects they have not required a bollard inside the masonry, However

H:\USPFO\47.191 - Construct 241st Security Measures\10-Bidding\Re-Bid Questions\Re-Bid Questions #1.docx the Manufacturer must to supply the engineered crash protection system. If their only option is to use the 6-8” Bollard post, it shall be provided and mounted inside the column. Cut interior masonry units to facilitate installation as necessary. Ameristar has several installations of the stalwart product with masonry columns. See link below. Base Dimensions shall minimally be as detailed on Sheet C2.1, unless otherwise increased by the manufacturer.

https://assaabloy.canto.com/v/AmeristarPortal/album/SS4CR?display=curatedView&viewIndex=2&re ferenceTo=&from=fitView&column=image&id=5eqhsa811h5o143hauevhm7g1c&origin=classic

20. Question: Scope - Washed Stone - We understand this an area behind the pavilion from curb to sidewalk entrance, with a single later of river rock 8"-10" in diameter.

20. Answer: See drawing Sheet C1.1 and Key Note 14 for location of washed river rock. Washed River Rock shall be per detail A-11 on sheet C2.1.

21. Question: Scope - Electrical - What is the specification for Key Note "5", "8", "9", "10" and "11" from Drawings Pg. 2 of 4. Are we tie-ing into an existing electrical system or just running conduit and line?

Isolation point if running power. Specification on the line? Are we leaving pull lines in the conduit? Etc.

21. Answer: Keynote #5, Extend 1” conduit with pull wiring for security camera by others. See Detail A1 and H1 sheet C2.2 for more information. Keynote #8, New Communications Pull-Box, See detail A1 and H5 for location and additional requirements. All communications or access control work to be rough-in only. Key notes #9 & #10 provide pathways for future communications and access control wiring by others. Keynote #11 requires extension of existing power supply circuitry currently serving gate operator to new gate operator location and reconnect as required.

22. Question: Scope - Water Management - We wanted to verify that no weep holes will be added to the concrete, "mow strip". The gate system is being installed at the bottom of hill.

22. Answer: Top of “Mow Strip” to be flush with existing grade, To allow surface water run-off without the addition of weep holes.

23. Question: Scope - Existing Concrete Barriers - The removal/movement of these perimeter, concrete barriers is done by the Government?

23. Answer: Yes, the contractor should coordinate with the COR for removal. The intent is to not leave openings for extended periods of time.

24. Question: Scope - Existing Concrete Barriers - The removal/movement of these perimeter, concrete barriers is done by the Government.

24. Answer: See answer to Question 23.

25. Question: Drawing C1.1, Key Note 1. Repair Existing Fence - Is this a remove and reinstall? Remove and Replace? The fence showed areas of washing, damage, and exposed concrete post foundation.

Can the fence be moved to the top of the detention pond dam to decrease erosion under the fence Is the compound manned 24/7?

25. Answer: Fence repair shall be per the drawings and specifications. Areas denoted as Key Note 1 shall be considered repair and shall be repaired in accordance with Detail J-1 on sheet C2.1. Verify manning of complex with COR.

26. Question: Drawing C1.1 - How close is the adjoining property to the existing fence? Will permitting or an easement be required to work near adjoining property?

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26. Answer: All work shall be performed from inside the facility as much as possible, property is bounded by the US Army Reserve and Govt. owned woodlands. No permit or easement is needed to work near adjoining property, however no work will be allowed on adjoining property.

27. Question: The drawings do not show the existing concrete barriers (i.e. “Dragons Teeth”) along the front edge of the parking lot. Please verify these will be removed by the government.

27. Answer: See Answer 23.

28. Question: Will electronic bid offers be accepted?

28. Answer: No, electronic bid offers will not be accepted. Bids must be hand-carried to the location specified in the solicitation.

29. Question: Can the project engineer give you the wind speed please?

29. Answer: 90 mph

30. Question: After speaking with Ameristar, the recommendation is to install bollards per Ameristar design because to maintain the crash rating the 1" internal steel cable system needs to be in the posts and bollards. If we were to build in this way then you could make the brick decretive pillars built around the 6" bollards and 4" posts and leave 2 -4 pickets off each panel to accommodate building the decorative brick. IF they are looking to have a decorative fence that is not CR8 etc, you could install IMPASSE II or similar between concrete posts as shown no problem, it just would not have a CRASH rating.

30. Answer: See Answer to Question 19.

31. Question: Also, the man gate is shown in a 8' opening and any opening greater than 4' negates the crash rating of the fence and will likely need a ty metal specialty door frame and door so the steel cable can go over the header and in the posts for the gate.

31. Answer: It DOES NEED Special Metal door and Frame, With buried footings below welded frame rails.

See detail A-11 sheet C2.2 “Ameristar EXODUS Series” door and frame. Install per manufacturer's recommendations, if the recommendations include an additional cable over the door header it shall be required.

32. Question: For how large this project is I have reached out to CLD systems as they have a comparable K8 rated system that requires smaller amount of concrete which on a job this size could really change the total budget.

32. Answer: See Specification Section 01 60 00 regarding Materials, Equipment, and Substitutions. No evaluations of potential equal products shall be made during the bidding process.

33. Question: Do you have a concrete company that you prefer to use in this area? I would love to include them for the caging / concrete numbers with all the additives per the spec etc. I will send it to my local Atlanta company as they may still have competitive rates for the Chattanooga market, but I also like using local when I can.

33. Answer: No.

34. Question: For the repair of the aluminized fence, most of it was from washout, We could un-install, re-set posts- re-install. The aluminized fence material is $500-$650 a roll just for the fabric. The best option is to move the fence to the top of the hill, so the washout does not happen but would need to be approved. Without further Civil change / drainage the water shed will continue to cause washout under the fence +/- 10 years.

34. Answer: Changes to the Bid Documents cannot be considered at this time. The successful bidder may propose this as an RFP, after award.

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35. Question: If there is to be a "site secure" on the nightly, will there be any clearing of brush / debris by others?

35. Answer: Site shall be secured nightly. All Cleaning and Clearing shall be by the Contractor.

36. Question: Is any grounding required?

36. Answer: No additional grounding is required for the Decorative Barrier Fence, The perimeter Fabric fence grounding shall be maintained, no new fence grounding should be required.

37. Question: Is the Hy-security slide drive 40 to be a 110 model vs a 3 phase?

37. Answer: Match Voltage and Phase options to existing operator. As contractor is instructed to reconnect= to existing circuitry. It is believed to be 208volt 3ph.

38. Question: SD40 DC option requires DCPS-60 or AC Power Supply w/ HyInverter AC.

38. Answer: Provide Slide Driver SD40 or equal with Manual Release, and all required accessories as needed to operate via access control system by others. Optional UPS back-up is not specified or required.

39. Question: If there is to be a "site secure" on the nightly, will there be any clearing of brush / debris by others?

39. Answer: See Answer 35

40. Question: Is any grounding required?

40. Answer: See Answer 36.

41. Question: Is the Hy-security slide drive 40 to be a 110 model vs a 3 phase?

41. Answer: See Answer 37.

42. SD40 DC option requires DCPS-60 pr AC Power Supply with Hylnverter AC?

42. Answer: See Answer 38.

43. Question: Would the project engineer provide the wind speed for accurate PE Stamp pricing?

43. Answer: See Answer 29

44. Question: The Man gate can maintain a crash rating if its less than 48" between bollards, if its more than 48" like the 8' section shown in the design, then the TYMETAL gate that goes in place will need to account for the steel cable to go into the posts, AND have a cable that goes over the door frame.

44. Answer: See Answer 31.

45. Question: For competitive bidding purposes, please clearly define the repair of existing fence. Is the repair solely adding the No. 7 tension wire along the bottom of the fence?

45. Answer: Repairs must be accomplished for the fence to meet Detail J-1.

46. Question: Would washed river rock be acceptable as fill in the eroded areas in lieu of compacted soil?

46. Answer: Changes to the Bid Documents cannot be considered at this time. The successful bidder may propose this as an RFP, after award.

47. Question: Will certified payrolls and sick pay be required?

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47. Answer: Yes

48. Question: Will a full-time superintendent be required on site during construction?

48. Answer: Changes to the Bid Documents cannot be considered at this time. Contractor to comply with Specification Section 01 31 13, Section 1.4.

49. Question: Will workers be required to pass a background check and badged to be onsite?

49. Answer: Yes

50. Question: Will workers be required to be US Citizens?

50. Answer: Workers must be U.S. citizens or have legal authorization to work in the United States.

51. Question: The Safety Manual available at the website listed on page 112 is the EM 385-1-1 2024.= Please confirm that this is the standard safety requirement. If so, a fully qualified SSHO onsite would= be required and will be included in proposal.

51. Answer: While the solicitation does not explicitly mandate a dedicated, full-time SSHO, it does require strict compliance with the referenced safety manual, EM 385-1-1. The requirements within EM 385-1-1 are what dictate the level of safety oversight needed.

52. Queston: Please confirm that a level 1 SSHO will be required to be onsite that meets all qualifications= listed in EM 385-1-1 2024 section 2-3. Personnel Required Qualification/Training.

52. Answer: See Answer 51

53. Question: Site Survey for Existing Carousel Disassembly – To accurately quote the disassembly of= the four existing carousel units, it would be very helpful to conduct a site survey of the space. Would= arranging a site visit be feasible?

53. Answer: This question does not appear to apply to this project, clarification required.

54. Question: Clarification on Preferred Equipment Type – The solicitation references two possible options for the replacement units: either a Vertical Lift Module (VLM) or a Carousel Unit. As these are two distinct storage solutions with varying advantages depending on the items being stored and desired functionality, is there currently a preference between the two? We would be happy to meet with the end users to review the options and help determine which solution would best fit their needs.

54. Answer: This question does not appear to apply to this project, clarification required.

55. Question: Desired Features / Specifications – Is there a list of preferred key functions, safety requirements, or operational features desired for the new units that we should consider as part of our proposal?

55. Answer: This question does not appear to apply to this project, clarification required.

56. Question: Can the fence line along the east side of the facility be altered slightly to bring it up on top of the berm forming the retention area? This would place it in an area less prone to erosion and reduce the likelihood of the fence being undermined in the future to the extent it currently is in that area.

56. Answer: Changes to the Bid Documents cannot be considered at this time. The successful bidder may propose this as an RFP, after award.

57. Question: Who is responsible for removing the vehicle barrier system (dragon’s teeth, cable, etc.)

currently in place?

57. Answer: See Answer 23

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58. Question: Is cutting and removing foliage that has fallen upon or is intruding upon the fence part of the project scope, or is it to be performed by others? If it is part of the scope, what is the dimension beyond=the fence that belongs to the government and can have foliage cut?

58. Answer: Any foliage on the fence should be removed. Contractor to coordinate with COR to trim foliage.

59. Question: Security Fence?

59. Answer: This is not a complete question.

60. Question: The crash rated fence cables cannot be attached to masonry columns and retain fence's crash rating. Is it acceptable to install the manufacturer required bollard posts beside the columns?

60. Answer: Inside, See Answer 19.

61. Question: Are there pictures available to show the areas of fencing needing repair? It is difficult to price without more information about what is damaged and what it will take to repair.

61. Answer: Pictures are not available. Contractors should attend pre-bid or arrange site visits.

62. Question: Are there pictures available to show the areas of fencing needing repair? It is difficult to price without more information about what is damaged and what it will take to repair.

62. Answer: See Answer 61.

63. Question: Please clarify the contract boundary for security-related work. The drawings state communications/security/monitoring equipment is NIC and that the contractor is to provide raceway and rough-in only, while the SOW also says the contractor shall install the fence and all associated security components required for a complete and useable system, including conduit modifications for power and communications. Please confirm exactly what is contractor furnished/installed versus NIC for the gate operator, keypad, exit loop, access-control interfaces, wiring, and final system functionality.

63. Answer: All pathways are required. Keypad functionality will require numeric keypad for user operation. Gate Operator, keypad, exit loop, wiring, and other required accessories for fully functioning gate per drawings and specifications are required. Advantor cameras, keypads, and associated wiring are NIC.

64. Question: Please confirm the governing place of performance / project location. The SOW says performance shall be located at McGhee Tyson Air National Guard Base, while the drawings identify the property address as 6511 Bonny Oaks Drive, Chattanooga, TN 37416.

64. Answer: The project is located at 6511 Bonny Oaks Drive, Chattanooga, TN 37416.

65. Question: Please confirm that the decorative security fence system shown on the drawings governs over Section 32 31 13 where there is a discrepancy. The drawings show Ameristar Stalwart decorative fence with masonry piers, while the spec section is a chain-link fence specification.

65. Answer: Section 32 31 13 refers to those sections of chain link fence that require repair according to Detail J-1 on Sheet C2.1 as indicated on Sheet C1.1. Sections of Ameristar fence are as indicated on Sheet C1.1.

66. Question: Please provide existing circuitry information for reconnecting the new gate operator, including voltage, amperage, conductor count/size, control interface, and compatibility requirements.

Confirm responsibility if the existing circuitry is found unsuitable for the new operator.

66. Answer: See Answer 37.

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67. Question: Please confirm whether bidders are to price the masonry pier work strictly from the drawings, since the table of contents includes no Division 04 masonry section. If no additional spec will be issued, confirm the drawings are the governing requirements for masonry materials and installation.

67. Answer: See attached Masonry Specification

68. Question: Please confirm whether additional specifications will be issued for electrical, communications, and electronic security work. If not, provide the governing standards for raceway, pull boxes, innerduct, rough-in, interface points, and acceptance/testing.

68. Answer: The Governing code shall be the National Electric Code, Latest edition. All electrical work was removed was removed except for rough-in and Gate Operator Power extension and reconnection to the existing circuitry. See Sheet C1.1 Note added Rev 2 next to general notes “Communications equipment shown for design intent. Contractor to provide rough-in only,,,” See Note #10 same sheet this is the only innerduct on the project and it is to be 4ea 1” rigid HDPE type with internal ribbed wall.

See attached communications rough-in specification

69. Question: Please provide the required pavement patch section, materials, compaction, and finish criteria for areas where the existing gate island and access control are removed and the pavement is sawcut and patched.

69. Answer: See Attached Detail and Pavement Specifications

70. Question: Please provide a detailed transition requirement for reconnecting the existing chain-link fence to the new security fence column, including attachment method, finish treatment, and responsibility for modifications to existing fence components.

70. Answer: End post next to brick column is acceptable.

71. Question: Please clarify furnish/install responsibility and performance requirements for the vehicle barrier cable integration shown at the pier detail, including whether cables and anchorage hardware are existing or new and whether tensioning/certification is required.

71. Answer: See Answer 19

72. Question: Please clarify allowable excavation, post installation, footing installation, and conduit routing requirements within geothermal field areas, including whether hand excavation or alternate routing is required if conflicts are encountered

72. Answer: Dig Permits are required. Contractor is responsible for any damaged, marked utilities.

73. Question: Please clarify final restoration limits and required treatment for all disturbed areas, including when sod is required versus erosion control/seed/straw, and whether trenching, demolition, and access damage are all included in base restoration.

73. Answer: All damaged grassed areas shall have 4” of topsoil and sod applied.

74. Question: Please confirm required submittals for masonry, electrical/comms rough-in, and security-related interface work, since the submittal matrix only lists the included spec sections and does not include those omitted scopes.

74. Answer: Contractor shall provide submittals for masonry and Communications rough-in. See attached Masonry and Communications Rough-in Specifications.

75. Question: Please confirm whether a dedicated Quality Control Manager (QCM) and Site Safety and Health Officer (SSHO) are required for this project. If these roles are required, please confirm whether

H:\USPFO\47.191 - Construct 241st Security Measures\10-Bidding\Re-Bid Questions\Re-Bid Questions #1.docx the project superintendent may also serve as the QCM and/or SSHO provided that individual meets all required qualifications and can fulfill each role’s responsibilities.

75. Answer: Yes the superintendent can fill those roles.

76. Question: Please identify the exact security room/interface location, wall penetration point, elevation,= and termination location for the conduits and access-control wiring routed along the existing cable= tray. Provide a dimensioned interface point and confirm responsibility for final wire pulling and= terminations.

76. Answer: All the interior building Security and Access Control work has been omitted.

77. Question: Please provide the existing power circuit characteristics and design criteria for reconnecting the new gate operator, including source voltage, breaker size, conductor size/material, control voltage, and allowable voltage drop for the approximately 125 LF run. Confirm whether a new feeder/circuit will be required if the existing circuitry does not satisfy the gate operator manufacturer requirements.

77. Answer: See Answer 37.

78. Question: Please confirm whether stamped structural calculations, delegated-design submittals, or other engineering certifications are required for the masonry piers, embedded brackets, vehicle-barrier cable attachments, and gate/post load transfer conditions, since the drawings show reinforced foundations and attachments but the specifications include no Division 04 masonry section.

78. Answer: No Site Specific stamped structural calculations are required. The contractor is required to install the crash rated fence in a manner consistent with the manufacturer’s standard or modified details. See Attached Masonry specifications.

79. Question: Please provide the required material and coating match criteria for repair of existing chain-link fence sections, including fabric gauge/mesh, post type, rails, barbed wire, repair extents, and tie-in treatment, so repaired areas match existing conditions and maintain continuous security.

79. Answer: Galvanized chain link fence per specifications. Contractor to match existing fabric where possible.

80. Question: Does this project require a state of TN general contractors license?

80. Answer: GC license is required but does not have to be TN.

81. Question: Is the cantilever gate on this project going to be flat on top like in the design drawings or= spiked at the top like the stalwart?

81. Answer: Yes, Vertical spikes on top.

82. Question: Do the Superintendent, SSHO and QC Manager need to be 3 separate individuals?

82. Answer: No

83. Question: Can the period of performance be extended after award once the material/equipment lead= times are confirmed due to current market conditions for the equipment for this project?

83. Answer: The period of performance is 365 calendar days after receiving the notice to proceed. Any extensions would need to be negotiated with the Contracting Officer.

84. Question: Are soil boring reports available? If not, it will be assumed that excavation will be clear of= rocks and obstructions.

84. Answer: See Answer 10.

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85. Question: Is there a bulk water fill i.e. a hydrant or water source we can pump from for grading operations in close proximity?

85. Answer: Fire Hydrant is located in installation and can be utilized with COR coordination.

The Government will not supply connections.

86. Question: Does this project require phasing?

86. Answer: There is no phasing required per the drawings. Phasing may be required based on coordinating work schedules with the CO. Perimeter has to remain secure.

87. Question: Is this project tax exempt?

87. Answer: No

88. Question: When do you anticipate on site work starting?

88. Answer: The contractor shall begin performance within 30 calendar days after receiving the notice to proceed.

89. Question: Are third party inspections required?

89. Answer: No, however, coordination with COR/government inspector is required.

90. Question: Is permitting required?

90. Answer: No. Electrical consists or low voltage rough-in and Reconnection of new Gate operator to existing Gate operator circuitry.

91. Question: Are cables required at all rows of fencing?

91. Answer: No, please clarify question. Cable required fencing as shown on drawings.

92. Question: Is a survey required?

92. Answer: No, However existing perimeter fence is on the property line in places, Care shall be taken where repair is required not to relocate the fence.

93. Question: According to the specifications for Ameristar, this does not currently fit the fencing dimensions or constructability. Would the government consider a different product or a layout modification to meet specs? The drawings state Ameristar Stalwart IS or equal. What are the performance criteria for "equal" systems?

93. Answer: Changes to the Bid Documents cannot be considered at this time. The successful bidder may propose this as an RFP, after award.

94. Question: How are the route vehicle cables to be attached to the masonry piers?

94. Answer: See Answer 19

95. Question: Can an existing utility survey be provided?

95. Answer: See General Note 2 on Sheet C1.1

96. Question: Are there any known conflicts with the geothermal field areas shown on the site plan?

96. Answer: No, Contractor to take care not to excavate beyond 24” deep, and to locate all nearby wells in the geothermal field; And exercise due caution. Any existing fence posts that must be replaced in the geothermal field, shall be replaced as nearly as practical to the existing location and depth.

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Contractor shall be responsible for any damage to existing systems. See General Note 2 on Sheet C1.1

97. Question: The drawings state to reconnect the new gate operator to the existing circuitry. Can you provide the existing gate operator specs and voltage?

97. Answer: See Answer 37.

98. Question: Can you confirm the condition of the existing circuitry and what will be reused or replaced?

98. Answer: See Answer 37.

99. Question: Are there no-dig or restricted zones within geothermal fields?

99. Answer: All new electrical raceway in geothermal fields shall be 24” BFG MAX. See Answer 72 & 96

100. Question: Item 14 asks for the Name / Address of the company but then follows up with Code and Facility Code. Is this in reference to the Cage Code?

They are separate sections. The larger portion of the block is for your name & address. The smaller portion at the bottom is for your CAGE Code

100. Answer: Please list your UEI under facility code

101. Question: What is the manufacturer and model of the existing camera system currently installed?

101. Answer: Advantor. However, Cameras and Security are NIC. Rough-in only.

102. Question: What are the required specifications and manufacturer for the replacement or new cameras (e.g., resolution, IP vs. analog, indoor/outdoor rating, POE, and night vision requirements)?

102. Answer: Cameras and Security are NIC.

103. Question: What access control system is the front man-gate tied into? Please provide the brand, specifications, and style of lock (e.g., electric strike, magnetic lock, card reader type).

103. Answer: Pathways are to be installed, however no access control system work in this contract. The man-gate locks should utilize E-plex 5200 that accept Best IC cores.

104. Question: Are there existing conduit pathways for power and low-voltage cabling to the gate operator location, or will new conduit runs be required?

104. Answer: No, See Detail A1 Sheet C2.2, extend conduit and wire appx 125’ to existing operator location and reconnect.

105. Question: Is the existing slide gate being retained or replaced? If retained, what are the dimensions and weight of the gate?

105. Answer: Yes, replaced per the drawings.

106. Question: Are there specific cybersecurity or network requirements for the camera and access control systems, such as STIG compliance or a connection to the base network?

106. Answer: Cameras and Security are NIC.

107. Question: Will the government provide access to existing as-built drawings for the current security infrastructure?

107. Answer: A/E is not aware of any as-builts, No final connections to access control are required.

NEATLY SAW CUT

EXIST. ASPHALT

SUBGRADE

2'-0"

EXISTING

ASPHALT

PAVEMENT

NEW PAVEMENT

PAVEMENT INTERFACE

NOT TO SCALE

LIGHT DUTY ASPHALT PAVEMENT

1 12" WEARING SURFACE3

2" BINDER MATERIAL2

6" MINERAL AGGREGATE BASE1

24" MIN. SUBGRADE

COMPACTED TO 98%

STANDARD PROCTOR

PAVEMENT SCHEDULE

MINERAL AGGREGATE BASE - TDOT STANDARD SPECIFICATION SECTION 303

MINERAL AGGREGATE, TYPE "A" BASE, GRADING D

BINDER MATERIAL - TDOT STANDARD SPECIFICATION SECTION 307

BITUMINOUS PLANT MIX BASE (HOT MIX) GRADING "B-M2"

ASPHALTIC CEMENT FOR BITUMINOUS PLANT BASE MIX (PG64-22)

WEARING SURFACE MATERIAL - TDOT STANDARD SPECIFICATION SECTION 307

ASPHALTIC CONCRETE SURFACE (HOT MIX) GRADING "CS"

ASPHALT CEMENT FOR ASPHALTIC CONCRETE SURFACE (PG64-22)

1. REMOVE EXISTING ASPHALT AS REQUIRED.

2. SEE TDOT SPECIFICATION SECTION REFERENCED IN PAVEMENT

SCHEDULE FOR MATERIAL AND INSTALLATION REQUIREMENTS.

NOTES

UTILITY TRENCH

DETAIL AT UTILITY TRENCHES

TYPICAL PAVEMENT REPAIR

+/- PIPE O.D. +12"

6"

12"12"

VA

R

IE

S

BINDER COURSE

PAVEMENT

EXISTING

SAWCUT (TYP.)

SURFACE COURSE

PIPE, SIZE AS

INDICATED

WATERLINE & FORCE MAIN

TRENCH DETAIL

(OUTSIDE OF PAVEMENT)

EXISTING

GROUND

COMPACTED

SELECT EARTH

BACKFILL

PIPE, SIZE

AS

INDICATED

MIN

36"

MAX. TRENCH WIDTH

PIPE O.D. PLUS 2'

BACKFILL WITH DENSE

GRADED AGGREGATE

CONSOLIDATED TO

CENTERLINE OF PIPE

BASE STONE

CRUSHED STONE CLASS A

AGGREGATE GRADING D

AS SPECIFIED IN

SUBSECTION 903.05 OF

TDOTSS