Amendment W912J623R0003 0004.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The purpose of this amendment of solicitation is to:

1. Update answ er to Prototypical Project question # 79.

The RFP offer due date remains 21-June-2023, 3:30pm HST.

See summary of changes. All other terms and conditions remain the same.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 15

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 14-Jun-2023

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912J623R0003

X 9B. DATED (SEE ITEM 11)

28-Apr-2023

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

14-Jun-2023

CODE

HAWAII AIR NATIONAL GUARD

ATTN: CEZAR Y. DE VEAS

BASE CONTRACTING HAWAII ANG

360 MAMALA BAY DRIVE, BLDG 3417

JBPHH HI 96853-5517

W912J6 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912J623R0003

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00800 - SPECIAL CONTRACT REQUIREMENTS

The following have been modified:

PROTYPICAL PROJECT Q & A

QUESTIONS & ANSWERS FOR:

SOLICITATION W912J6-23-R-0003

In relation to the Prototypical Project:

KNMD200006 B3400 & 3416 Parking Re-Config, JBPHH-HI

Dated 24-May-2023

1. As there are no demo plans, please confirm the extent of concrete removal when removing fence posts.

a. Please also confirm extent of concrete removal when removing vehicle sensors.

ANSWER: In dirt areas. remove all concrete associated with removed fencing. Where the fence is placed on concrete slabs, remove fence posts and existing concrete footers. Backfill with concrete approved for airfield small patch of parking aprons in Pavement Repair Material Certification Program. Place in accordance with UFC 3-270-01, Chapter 14.

Vehicle sensors under the concrete shall be abandoned in place and new sensors installed.

Existing airfield concrete is to be disturbed as little as feasible.

2. Please confirm if removal of existing STOP striping is required.

ANSWER: Black out existing “STOP” painting.

3. Please confirm if a staging area/COSA is allowed. If so, please provide location.

ANSWER: Yes, see image.

4. Please confirm if fence to building 3415 terminates at corner of building or to where location is shown on drawing. Please see attached drawing mark-up.

ANSWER: Mis-spoke at the site visit. Terminate the fence as shown in the drawings.

5. Please confirm amount of striping required behind building 3415(location closest to ocean).

ANSWER: Restripe 18 parking spaces as shown in the drawings.

6. Please provide signage locations.

ANSWER: See parking plan PPT.

7. Please confirm limits of fence line for northwest corner of building 3416. Please see attached drawing mark-up.

ANSWER: Erect fence as shown in the drawings. Connect to existing fence and terminate at the corner of B3416. What is meant by “Is the location subject to change?”

8. Please confirm if onsite superintendent, SSHO, and QCM is required for full duration of working days.

ANSWER: For this project, yes.

9. SOW, Page 7, Submittals & Design submissions- Confirm this is a design and build task order.

ANSWER: The prototypical project KNMD200006 B3400 & 3416 Parking Re-Config, JBPHH- HI is only for construction (Design-Bid-Build project). Spec is provided because the MATOC can include design-build services.

10. Describe the extent of electrical demo. Will the existing Airfield gate EHH in the grass remain?

ANSWER: EHH will remain and conduits abandoned in place. Remove all conductors back to the source panel in B3409 electrical room.

11. A-000, A-002 dets/1,2,3: Details indicate to relocate existing keypad and pedestal however site visit revealed this is not feasible due to deteriorated condition.

a. Shall the cost of replacement be included?

b. Shall new pedestal be Factory provided or fabricated.

c. Material to be used (Stainless, HD galv, other)

ANSWER:

a. Yes, include the cost to replace the damaged pedestal.

b. Factory

c. Powder coated aluminum, dark bronze

12. A-002 det4, note 2

a. Describe ‘jet Blast’ so the correct safety equipment can be provided.

b. Can this be equated to MPH?

c. Will temp fence require engineered stamp and approval?

ANSWER: Fence does not need to be stamped. Jet blast describes the winds generated when aircraft are taxing. Assume wind speeds of 120mph. Also see question 32 and 36. Pictures below show a nearby temp fence on the airfield.

13. A-001, Det/3 Personnel Gate

a. Details indicate width of gate at 2.32m (7.60’) confirm width.

b. Shall the Single Metal Louver Swing Gates (Ornamental) match the appearance and construction of the existing gate shown at the site visit (Vertical bars) or detail/3 (horizontal Bars)

c. Will pergola be required for gates?

ANSWER:

a. Width is corrected to 3’ 0” for the gate. The entire assembly should be 3’ 9” wide.

b. Site visit was for example purposes only. Conform to the drawings except as noted above.

c. The pergola is not required. Conform to the drawings except as noted above.

14. For continuity of maintenance, provide brand & model # of existing gate combo locks. Will shop drawings be required for approval?

ANSWER: Use a Kaba 5000 lock. The core will be GFE but the contractor will install the core.

15. Describe personnel gate painting requirements. Is Standard painting intended or specialty Powder coating?

ANSWER: Powder coat personnel gates.

16. SOW Page 2, Hours: Describe 5-4-9 “Down Mondays”. Provide schedule.

ANSWER: See attached A Schedule. Blue and yellow highlighted days are down days.

HQ HIANG 5-4-9- WORK SCHEDULE “A”

FOR CALENDAR YEAR 2023

17. SOW, Page 4,5, Elements of work, Item 6), Note: Indicates to reuse components.

SOW Page 6, Gen Note d., Indicates all new materials.

a. Identify method to be followed.

If not new materials,

b. For bidding purposes provide a percentage of parts expected to be re-used.

c. Who shall determine condition worthiness?

ANSWER:

a. All new materials except for those reused from the demolition.

b. Plan to reuse the existing vehicle gate/motor and 80% of the fencing from the demo.

c. The government assess the existing components mentioned above to be in acceptable condition for reuse. Contractor is responsible for removal without damage.

18. Describe any materials that will be salvaged and turned over to the Govt.

ANSWER: Swing gate shown on page A-000

19. Understanding the requirements for dig permits, Hot Work and Security permits, describe other permits required for this task order. (NPDES, FAA, Shoreline work, etc.)

ANSWER: No other permits are required.

20. Provide any soil or hazardous materials reports for all areas affected by this Task order.

ANSWER: No hazardous materials in the jobsite.

21. Shall hazardous material testing be required for this Task order? (Fence, paint, concrete, soils, etc.)

ANSWER: No.

22. Will contaminated soils requiring any off-island disposal be treated as a change condition for both time and costs?

ANSWER: None expected so yes.

23. Describe costs for escorts.

ANSWER: The government will provide escorts from 0630 to 1530. Start and end times can be flexed with approval of the KO but days will not exceed 9 hours. The first 2 days of escorts are included. Each additional 9 hour period or portion thereof will cost $600. The contractor is responsible for additional days of portion thereof for escorts at its expense and should be factored in their initial proposal if needed. The flightline must be secured without escorts overnight. Escorts are required anytime there is work occurring inside the flightline fence.

Upon demo of the existing fence the flightline fence changes to the new fence location and the entire jobsite will be considered inside the flightline. A temp fence may be used to change the flightline boundary.

24. Will a MUTCD traffic control plan be required?

a. For gate re-alignment.

b. For the design of the parking array.

ANSWER: No. Areas may be closed to all traffic while work occurs.

25. Drawing A-000 indicates parking stalls in the area of existing pad mounted HVAC equipment. Is it the intent to relocate this equipment? If no, Describe revised parking plan.

ANSWER: Do not relocate equipment. There is an error in the drawings. Assume creating only the 2 northern most parking spaces shown in the drawings for that area.

26. Site visit revealed an existing concrete curb, bollards and chain between B3415 and

B3400. Describe intent for demo or shall these features remain in place.

ANSWER: Features to remain.

27. Where will the COSA be located?

See Question 3 answer

a. Will temp fencing and Brown Obscure/dust screen be required?

ANSWER: Not necessarily. The Airfield must be secured at all times with either escorts, the permanent fence, or a temp fence. Demolition of the existing fence requires a temp fence or other approved FOD control measures.

An approved FOD control measure is wetting the soil prior to digging and only performing ground disturbing activities after flying hours. A flying schedule can be provided for actual days planned. Jul-Sep is not currently available. See attached for an example from Oct-Dec. Flying operations typically end 3 hours after the shown takeoff time.

28. Will Structural, Mechanical, Civil, Electrical, Environmental, and other Engineers (with Stamps) be required for this task order?

ANSWER: No

29. Describe any Anti-Terrorism or Force Protection specifications (AT/FP) that need to be incorporated into the design.

ANSWER: None. Construct as designed.

30. Describe warranty expectations for the relocated gate motor and controller(s).

ANSWER: The government understands the motor and controls are old. Before disassembly the contractor and government will preform a function check to mutually agree the gate is in working order. After relocation the same function check will be performed. No warranty on the motor or controls is required past completion of the task order.

31. Per Attach 1. SOW_KNMD 200006 B3400 and 3416 Parking Reconfig, page 7 of 13 discusses a design submission for design-build. Please verify if the intent of the seed project is to be a design-build or a scope of work task order project?

ANSWER: See question 11 answer. The prototypical project is not a design-build project.

32. Attach 2. KNMD 20006 Contract Drawings sheet A-001 detail 3 has the personnel gate painted dark bronze is there a spec section for the paint requested or would 154 CES prefer a powder coated dark bronze finish?

ANSWER: See Question 15 answer. Powder coat personnel gates.

33. Attach 2. KNMD 20006 Contract Drawings sheet A-000 shows a relocation of existing vehicle gate which may have a period of time when there will be no access to that area, and/or unsecure or will the temporary construction FOD fence detail 4 sheet A002 be located further plan north than demo area and require a vehicle gate?

ANSWER: Limited/no access through the vehicle gate for up to 5 consecutive days is acceptable. At no time may the flightline be left unsecured. See questions 23 and 27 answers for more details.

34. Does HI National Guard require contractor to route dig permit or will National Guard route the dig permit?

ANSWER: Contractor is responsible to route the dig permit

35. Sheet A-000 plan northeast corner of B3415 has AC units at NNE corner and fire hydrant/bollards and curbing at ENE corner not shown on drawing, how does this affect layout?

ANSWER: See question 25 answer.

36. Sheet A-000 does not show the areas that are asphalt vice concrete. New fencing to go into asphalt area or concrete area?

ANSWER: Place new fencing on the asphalt side of the pavement transition.

37. Is there a possibility of arch monitoring for any cultural or native Hawaiian remains?

38. What is the concrete repair detail for the fencing that is to be demolished?

ANSWER: See question 1 answer.

39. Will SIDA or Airfield security badges be required to work within airfield side?

ANSWER: See question 23, 27, and 33 answers.

40. Personnel fence area has an existing tree in the area with canopy and possibly root ball along fence line location is tree to remain (possibility it will die if root ball is damaged during auguring) or to be removed?

ANSWER: Tree is to remain. It is understood the tree may die from the auguring.

41. For Bid Option 1 at the site visit it was explained that the area to have the striping labels installed is in the hashed out area. Can contractor black out lines for new striping or seal coat/slurry seal to cover existing hashed line area?

ANSWER: Assuming this is to the plan south of B3415. Hashed out area to remain, no work required. It is to preserve access to the fire hydrant.

42. Personnel gate to match existing shown at site visit or drawings along with overhead gazebo?

ANSWER: See question 13 answer

43. Please verify personnel gate lockset requirement?

ANSWER: See question 14 answer

44. Existing keypad for airfield entry looks in a less than ideal condition, remove and reuse or provide new?

ANSWER: See question 11 answer

45. Does HING have as-builts of the working areas for thickness of concrete for coring and repairing as well as existing utilities in area?

ANSWER: No as-builts for existing concrete. Assume existing concrete is 8" thick.

46. Is Fence grounding or Lightning Protection required? If yes,

a. Shall it be UL Listed?

b. Provide spec.

ANSWER: NO

Dated 08-June-2023

47. Please provide requirement to rest/reinstall access security system. Please confirm if this will be a part of contractors SOW.

ANSWER: No functioning security system other than the gate keypad currently exists. Provide a spare 1” conduit with pull wire from the keypad to B 3415 for future security/comm connections.

48. Please confirm if tree between building 3415 and 3416 falls under tree protection as it is in line with installation of new fencing.

ANSWER: See question 40 answer

49. Drawing A-000

a. Provide drawings, photos, dimensions, etc. to accurately estimate the electrical requirements at B 3415 for the relocated gate.

b. If power is to be provided from another building, describe requirements.

ANSWER: a. 120/208 3 phase.

b. Power will be taken from B3415 2nd floor air handler room. Location is as shown in the plans.

Reconfigure breakers inside panel as needed to accommodate 3 phase gate breaker.

50. Drawing A-000, A-001 det/1: A-001 det/1 indicates 1HP, 3phase. No other information provided. Identify and describe the in-use electrical voltage source for the existing airfield vehicle gate motor.

a. Voltage required.

b. Breaker size and type

c. Building, panel name or #

ANSWER: See question 49 answer

51. Drawing A-000: Identify and describe the new electrical voltage source for the relocated airfield vehicle gate motor.

d. Breaker size, type, Brand

e. Building, panel name or #

ANSWER: See question 49 answer

52. Will outside telecommunications or base security systems be interfaced for the relocated airfield gate or personnel gates? If yes, describe.

ANSWER: See question 47 answer

53. Is there an electrical one line diagram for existing vehicle gate and new for primary power circuit to be used?

ANSWER: No as built electrical diagram exists

54. Are we to restripe the designated parking area (boxed in red) near the relocated existing vehicle gate w/ motor? Or just the designated parking area below B3415?

ANSWER: Restripe here too. Contractors should be assuming 28 total parking spaces need restriping.

Dated 13-June-2023

55. SOW, Page 2, Specifications: UFGS 34 73 13 ‘Aircraft Tiedowns’ is provided for reference. Shall the requirements for concrete and coring be derived from this section?

ANSWER: Get coring from this specification. See Question 56 for concrete.

56. UFGS 34 73 13, 2.3 Concrete: Is the contractor to follow the requirements indicated in 32 13 14.13 ‘Concrete Paving for Airfields and Other Heavy-Duty Pavements’ or will a locally available standard ready mix be allowed for this task order?

ANSWER: This specification applies to airfield paving only. The area where the new vehicle sensors are going is off the aircraft driving are so locally sourced 4000psi concrete will be acceptable.

57. Is there any existing Geotech borings for determination of subgrade, coral, etc and at what area ground water/tidal ocean water is at and if dewatering is needed?

ANSWER: No Geotech borings for the project area. Below is an excerpt from a nearby Geotech report.

“The approximate locations of Boring Nos. 401 and 402 are shown on the Site Plan-Egress Maintenance Facility (Plate 3.4). Based on the borings drilled, the subsurface conditions at the Egress Maintenance Facility site generally consist of stiff sandy silts and medium dense gravelly sand fills extending to depths of about 2 to 3 feet below the existing ground surface. The fills were underlain by a thin layer of alluvium overlying lagoonal deposits consisting of loose to medium dense gravel extending to a depth of about 19 feet below the existing ground surface.

Dense gravelly sands (weathered sandstone), hard coral formation, medium dense clayey gravel (weathered limestone), and loose silty sands (coralline detritus) were encountered below the lagoonal deposits and extended to a depth of about 58 feet below the existing ground surface.

The weathered sandstone, coral formation, weathered limestone, and coralline detritus were underlain by weathered volcanic tuff extending to the maximum depth explored of about 63 feet below the existing ground surface. The weathered volcanic tuff consist of stiff sandy silts. We encountered groundwater in the borings at depths of about 3 to 3.5 feet below the existing ground surface. The groundwater levels encountered in the borings corresponded to elevations of about +0.5 and +1 foot MSL.

It should be noted that the groundwater levels encountered in the borings drilled at each site are subject to change due to tidal fluctuations, rainfall, time of year, seasonal precipitation, surface water runoff, and other factors.”

58. Does HING have an electrical trench detail?

59. Can HING provide specified measurements on the drawing vice scaling off? Please see attached. Want to verify the scaled dimensions since it seemed like there were items in the way in addition to trying to prevent any delays and change orders.

ANSWER: Scale off drawings

60. The SOW indicates relocating a gate moter. Please advise location of the breaker to turn off the power.

ANSWER: Breaker for the existing gate is in 3409. HIANG electrician will be available to show the exact breaker with coordination from the contractor.

61. Attachment 2, contract drawings, page one; can the government confirm ktr to install a heavy duty NEMA- 3 disconnect throw switch installed at j-box next to motor controller?

ANSWER: Contractor to install a NEMA-4 stainless steel disconnect throw switch installed at j-box next to motor controller.

62. What color of hardware does govt prefer for the personnel gates to be (dark bronze, or Satin Chrome) for the KABA 5000?

ANSWER: Dark bronze

63. Does govt want gate closers to prevent gate slam, door open and closing speed control, and delay close?

ANSWER: Provide door closers that at a minimum ensure gates close behind users.

64. Can govt identify on Attachment 2, contract drawings, page two for security screen to be placed around entire louvered gate or section to be identified by govt for contractor to fabricate and protect handle from being manipulated from outside the louvered gate?

ANSWER: KABA 5000 shall have the sypher lock on both sides of the gate. No need for security screen.

65. Attachment 2, contract drawings, page one, could govt number the gates for RFI or scheduling construction schedule?

ANSWER: Contractor may number gates in their proposal if they believe it will make the proposal easier to understand.

66. Shall the ktr omit any AT/FP standoff distances from buildings in proposed project or is there a standoff distance that will redirect the drawings provided on site visit?

ANSWER: Construct as shown in the drawings.

67. Does the gov’t want 4-inch hash lines in-front of gate in parking lot NE corner of B3415 by new vehicle gate to extend to end of parking space lines?

ANSWER: Yes

68. Does the gov’t require any crosswalks for any of the parking plans? If so, please identify on attachment 2, contract drawings, page one and wherever for specified measurements?

69. Please confirm gov’t wants new reverse/exit loop on flightline side and one reverse loop on outgoing side on non-flightline side? Contractor recommends abandon in place existing loops.

ANSWER: Abandon existing loop. Airfield side will require an exit loop. No loop required on the entry side. Vehicles will use keypad to operate gate.

70. For new fence can the govt confirm requiring twist top selvedge and knuckle bottom selvage fence?

ANSWER: Confirmed, twist top selvedge and knuckle bottom selvage fence.

71. Please confirm gauge of fence fabric required for project is 9-gauge wire and 2-inch diamond or other please specify?

ANSWER: Use 9-gauge wire and 2-inch diamond.

72. Please also confirm if vinyl coating is required on fence fabric needs to be Class 2b fused and adhered polymer coating or list another type we are to provide?

ANSWER: Confirmed

73. Please confirm if new fence hardware, posts, braces, and clips shall also be of same PVC coating or can this be value engineered for an alternate less costly type coating like galvanized coated fence mesh and poles, hardware?

ANSWER: Coat all components with Class 2b fused and adhered polymer

74. Does the gov’t want Brown PVC privacy slates installed on fence fabric?

75. Is the contractor able to deliver demo’d concrete and fencing to AF yard for recycling or shall the debris need to be hauled and recycled offsite?

ANSWER: Only organic debris may be disposed of on base. Contractor to remove all other.

76. To clarify from site visit it was identified by gov’t to remove the demo section of fence all the way to the corner terminal post on NW side of B3416 and not corner of sidewalk as attachment 2, contract drawings, page one currently depicts?

ANSWER: Remove fence to the first corner post past the existing gate.

77. Could the gov’t outline a revised fence line path from attachment 2, contract drawings, page 1 for contractor to accurately estimate from existing NW corner post of sidewalk to B3416 instead of showing from NW side of sidewalk?

ANSWER: Contractor should bid 85lf of new fence from the end of demolition to termination at B3416.

78. Attachment 2, contract drawings, page two, does the govt want barb arms and 3 barbed wires to be attached to the personnel gates not currently shown in personnel detail or leave as is with nothing over the gate?

ANSWER: Build according to the drawings.

79. If contractor is to core or anchor holes through or on building walls in B3415, please provide asbestos and lead reports on interior and or exterior walls where desired location is to be penetrated for conduit runs and jboxes or provide response for contractor to perform this testing and report?

ANSWER: For the pro-typical project contractor should assume no hazardous material exists.

80. Can you please provide an electronic copy of JBPHH HI, AF Form 103 with base building number to submit these to and an email address box for submission of these forms for this contact?

ANSWER: A blank form will be provided post award.

81. Can the signs be made of 14-gauge aluminum instead of 10-gauge aluminum for the concrete wheel stops?

82. What type of grass seed shall contractor use to plant after removing posts and backfilling holes with fill soil in ground?

ANSWER: Backfill with uncontaminated soil capable of supporting plant life and plant grass.

No specific soil type or seed mix.

83. What distance from corners or change in direction of fence line shall the “warning-controlled area” signs be positioned, and height above finished grade be clarified?

ANSWER: Post signs on every gate. Center of the sign shall be 4’ feet above finished grade.

84. Shall the “warning controlled area” signs be placed centered on all three personnel gates, or left or right of gates or none?

ANSWER: Centered cezar.y.de veas Highlight

85. On the site walk the warning signs state “Warning Restricted Area, Keep Out……” but on Attachment 2, page 4, the signage states “Warning Controlled Area, Keep Out…..”! Which shall ktr go by for producing quotes for new signs?

ANSWER: “Warning Restricted Area, Keep Out……” Both versions currently exist and have the same verbiage except for “Restricted” vs “Controlled.” The government prefers “Restricted” moving forward.

86. Attachment 2, page 4, note 3, could the gov’t clarify the size of the word Warning with contractor and confirm this is the only word to be red?

ANSWER: “Warning” to be 5” tall

87. Attachment 2, Page 4, note 3 reads that 2-inch lettering to be red. Could the gov’t confirm the size is 2-inch and the lettering is to be red or black as contractor validated on site walk as being black?

ANSWER: Confirmed 2” lettering. Letters to be red.

88. Attachment 2, Page 4, note 4 reads 2-inch lettering to be white. Can govt confirm 2-inch letters for “ROLLOVER FOD CHECK” is a correct measurement?

ANSWER: Confirmed

89. Has it been identified for contractor to trench underground (UG) electrical conduit from new gate location to building?

ANSWER: Contractor to trench and put new utility connections underground.

(End of Summary of Changes)