A.2.11.3 W9128A22R0016 Am-0006.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

FY22 Multi-Domain Task Force #3, Building 300, Helemano Military Reservation, Oahu, Haw aii

See Continuation Page.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 3

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

16C. DATE SIGNED

BY

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 W9128A22R0016

X 9B. DATED (SEE ITEM 11)

07-Jul-2022

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.

Am-0006

5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

19-Aug-2022

CODE

CONTRACTING DIVISION

BLDG 230 OTAKE ST.

FORT SHAFTER HI 96858

W9128A 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W9128A22R0016 Am-0006

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

1. CHANGES TO SPECIFICATIONS. Attached hereto are revised pages/paragraphs to the specifications. The revision mark “(Am-0006)” is shown on each revised page.

a. REVISED SECTIONS. The following are revised pages to the solicitation. Changes are marked in “*” asterisks, “strikethrough” and/or “bold”.

Section 01 33 00, Submittal Register – Pages 51-103

b. NEW SECTIONS. The following are new pages to the solicitation.

Section 00 60 00, Attachment A – Requests for Information (#37-85) Section 01 91 00.15 10, Appendix C

c. REPLACED SECTIONS. The following section from the solicitation has been deleted in its entirety and replaced with the section attached to this amendment.

Section 01 91 00.15.10 Section 05 12 00 Section 08 11 13 Section 12 48 13

d. DELETED PAGES. The following pages from the solicitation has been deleted in its entirety.

Section 01 33 00, Submittal Register – Page 104

2. CHANGES TO DRAWINGS

a. REVISED DRAWINGS. The following revised drawings replace like-numbered drawings and are issued herewith:

Sheet ID Mark

CS502 6

L-001 6

SD111 6

SD121 6

SD122 6

S-111 6

AD111 6

AD112 6

AD113 6

AD114 6

AD115 6

AD116 6

AD117 6

AD118 6

AD119 6

AD211 6

AD212 6

AD213 6

AD214 6

A-505 6 A-602 6 A-603 6

W9128A22R0016 Am-0006

A-604 6

3. The proposal due date and time remains unchanged.

FY22 Multi-Domain Task Force #3 Building 300 Helemano Military Reservation, Oahu, Hawaii

RFI # Reference Question Government Response

37 A505 Please indicate size of blocking in section L12, G12 &A12 on sheet A505. See revised Sheet A-505, Details L12, G12 and A12, per Am-0002.

38 S503 What is the depth of the foundations on sheet S503? See revised Drawings, per Am-0005:

- SD sheets for existing footing thickness

- Sheet S-121 for top of existing footing and finish grade elevations

- Sheet S-122 for basement slab elevation

See revised Drawings, per Am-0006:

- SD sheets for added "V.I.F." note to the existing footing thicknesses

39 S401/S402 Please provide depths of foundations on sheet S401 & S402. See revised Sheet S-121, per Am-0005.

40 S508 What is the size of the new concrete shown in detail A5/S508? See revised Sheet S-508, Detail A5, per Am-0002.

Width: 1’-1” Length: 1’-6” Depth: Contractor must field verify the existing footing location.

41 S504 What is the assumed size of the existing foundations for details E1, E6 & E14 on sheet S504?

See revised Sheets SD111, SD121 and SD122, per Am-0005 and Am- 0006.

42 S201/S202/S203 Provide bid depths for all foundations. See response to RFI #38.

43 Please provide the construction type of the existing roof. How long has it been in service?

See Section 02 41 00, Paragraph 3.1.5, per the original solicitation.

44 The elevator type specified is a “holeless twinpost”, typically this type of elevator usually accommodates 2 stops (max travel 17ft) however this project is 3 stops at 19’-4” travel. Normally on military bases and government buildings the elevators installed are “In-Ground” type and not holeless. Can you please confirm this is correct?

See Section 14 24 23, Paragraphs 2.4.4 and 2.4.4.1, per the original solicitation. A twin-post single stage holeless direct plunger type system is required.

See Sheet A-411, Detail A6, per the original solicitation. Clear pit depth of 6’-10” and a clear overtravel of 17’-6”.

45 There is a section 07 27 26 Fluid Applied Membrane Air Barrier. After review of the plans, this material is not indicated or shown. Please advise if this work exists and its location(s).

See revised Section 07 24 00, per Am-0005.

46 Per spec section 05 12 00 requires AISC Quality Certification requirement, we are requesting if AWS Certified weld inspection can also be approved in leu of the AISC requirement?

See revised Section 01 45 35, per Am-0005; and revised Section 05 12 00, per Am-0006.

47 In order to demonstrate our full organization that complies with the Division 01 specifications, will USACE allow offeror’s to present their organizational chart and information on an 11x17 page and count this as one page as part of our technical approach?

See Revised Section 00 22 16, Paragraph 6.1.1, per Am-0005.

Section 00 60 00, Attachment A (Am-0006)

48 Sheet A‐604 – window schedule indicates the window finish is to match P‐4. On Sheet AF601 – P‐4 finish indicates a painted finish to match the color indicated.

Spec Section 085113, Part 2.2.7.1 specifies that windows are to be finished in a Class I Dark Bronze anodized finish. Please clarify what finish is required for the windows.

See revised Sheet A-604, per Am-0005.

49 On the Door Schedule, there are some STC-rated doors that reference head and jamb details with no grout or acoustical fill called out. Section 08 34 73 Paragraph 3.2.1 states to grout frames solid in masonry or concrete walls; or fill frames in stud partitions with insulation. Please advise which to follow.

Contractor to follow Section 08 34 73, per the original solicitation, for acoustical requirements. Refer to revised Sheets A-503 and A-504, per Am-0005, for door head/jamb details with acoustical fill.

50 Please advise where the fluid-applied membrane air barriers are to be provided.

See response to RFI #44.

51 Please provide any available As-Built Drawings for Bldg. 300. Relevant as-built information has been incorporated into the solicitation documents. Contractor shall verify existing conditions in the field.

52 A1/S121 & S203 Wa=lls are shown as CW8.25, but on S203, First level walls are shown as 6-3/4” CW w/ 10” Existing Wall. Please confirm wall size from foundation to 1st floor.

See Sheet S-121, per the original solicitation. Legend indicates that concrete wall is per schedule F1/S-502.

See Sheet S-502, Schedule F1, per the original solicitation, which indicates the wall thicknesses. In the case of wall CW8.25, the schedule indicates to refer to elevations for wall thickness.

See Sheets S-201 through S-204, per the original solicitation, for wall elevations.

53 Sheet L-001, General Note #2 states that the landscape establishment and guarantee must continue for a period of 365 Days. #4 under planting notes states that the landscaping maintenance period is 120 days. Is it 365 days, or 120 days, or a combined 485 days?

See Sheet L-001, General Note #2, per Am-0006.

54 A601-603 Door Hardware Set 32 is called out in the door schedule on A601-603, but is “not used” per spec section 08 71 00

See revised Sheets A-602 and A-603, per Am-0006.

55 32 31 13.53, CS502 Section 32 31 13.53 paragraph 3.2.4 states bottom rail. CS502 in the table states bottom rail. However, the detail on CS502 shows bottom tension wire. Please clarify if a bottom rail is required?

See revised Sheet CS502, per Am-0006.

56 32 31 13.53, CS503 Please clarify the intent of the sliding gate. The attached gate is aluminum and not made of steel. Please confirm that this is the type of gate that is required.

See Section 32 31 13.53, Section 2.1.4.1, per the original solicitation.

57 32 31 13.53, CS502 Please advise if a top rail or a top tension wire is to be installed. See Sheet CS502, per Am-0006. Top rail is required in lieu of tension wire.

58 CS502 Per detail / post schedule on CS502, terminal / corners will be 4” OD & line post to be 2-3/8” OD. Please confirm.

Confirmed.

59 CS502 Posts spacing shall be 10’ OC, please confirm. 10' OC, maximum.

60 32 31 13.53, CS502-504 Most of the UFC details has barb wire. Please confirm that no barbwire is required for the fence and gates.

Confirmed.

61 32 31 13.53, CS502-504 Please confirm no cabling & deadman required. Confirmed.

62 CS502 Note #7 on CS502 states “Fencing design must comply with UFC-22-03.”

Is there any special security features we need to consider?

No.

63 32 31 13.53 Chain link fence & gate will be galvanized & PVC coated black, please confirm.

Confirmed.

64 Spec 12 48 13 Does this spec section apply? No entrance floor mats shown in the drawings.

Section 12 48 13 is deleted from this solicitation, per Am-0006.

65 M-707 Does the FCU DX split system have packaged controls or will it be similar to the other FCU’s requiring a Terminal unit controller connected to the

BAS?

FCU required to connect to BAS.

66 BOD Is there a Basis of Design document that is referenced in the specifications?

See Section 01 91 00.15 10, Appendix C, per Am-0006. Note that this narrative is not for construction, but for Cx Reference only as indicated in the cover.

67 23 07 00 Table 2 Table 2 in section 23 07 00 lists cold domestic water piping as being insulated. Cold water comes out of the ground in the mid-70s and does not require insulation in Hawaii. The spec section also specifically mentions for fluids “up to” 60 degrees, which the cold water is significantly above. Also, Table 1 does not reference domestic cold water. Please confirm insulation is not required on domestic cold water as it provides no benefit.

Cold water piping does not require insulation.

68 CSP CSM Please confirm that the Construction Security Monitoring (CSM) contract, including all CSM personnel, referenced in the Construction Security Plan (CSP) is by the government.

Confirmed.

69 CSP ACF Please confirm that the security equipment associated with the temporary Access Control Facility (ACF) is by the government.

The contractor will be responsible for complying with the requirements of this solicitation.

70 Chiller The current phasing would have the chiller running at minimal capacity when it is first started up as it would be serving the MW and EW only. Has it been verified that the chiller can run at these minimum capacities without short cycling? Additionally, current lead times for the chiller may make it so that the chiller is not on site in time to meet the schedule. A temporary chiller would solve both issues. Has this been considered or should this a Means and Methods by the Contractor.

The contractor will be responsible for complying with the requirements of this solicitation.

71 Transformer Has HECO acquired the transformer already? If not, does HECO know when this will occur? We want to make sure it would not interfere with the schedule.

Confirmed, ownership has transferred to HECO.

72 S-301 Every detail on drawing S-301 shows existing 8” CMU walls being demolished at locations where shear walls are being added to the main building. There are many callouts referencing drawing S-505. Many of the details on drawing S-505 state to “fill 1”x8” slab depression @ demolished CMU wall….” None of the walls that are indicated to be demolished on drawing S-301 are shown as being demolished on any structural or architectural demolition plans what so ever. Please advise.

See revised Sheets AD112, AD113, AD114, AD115, AD116, AD117, AD118, and AD119, per Am-0006. Exterior CMU are to be demolished where new concrete shear walls are being installed.

73 Please confirm that the following items referenced in the Construction Security Plan will be provided by the Government.

• Construction Security Monitoring Contractor

• Site Security Manager/Staff

Confirmed.

74 Please confirm that work on areas considered to be non-secure can be performed by non-U.S. citizens.

Confirmed.

75 Please confirm that only one Access Control Facility is needed for Phase 1 when work will be performed at the Middle and East Wings and the Tactical Vehicle Secure Area.

Confirmed.

76 Please advise if ceilings need to be provided and if the interior walls in the Access Control Facility need to be painted.

Not Required.

77 Please advise if concrete spall and crack repairs may be required. If required, for bidding purposes, please provide SF quantities for spalls and LF quantities crack repairs.

Yes, concrete spall/crack repair required.

See revised Sheet S-111, General Sheet Keynote.

78 There are some walls shown on the Demolition Floor Plans that are missing keynotes indicating if the wall is a partition wall or concrete/CMU wall to be removed. Please provide keynotes specifying wall types on the Demo Plan. Please see below for example from Sheet AD116.

See revised AD Sheets, per Am-0006.

79 On Sheet A-113 there is a Type B2 and B4 on GL F called out as 45-minute fire-rated. On Sheet A-115, there are two Type A6 windows on GL F between GLs 20 and 22 called out as 45-minute fire-rated. The window schedule calls out these window frames to be aluminum. If these windows need to be fire-rated, please advise if the frame material should be steel instead of aluminum and also, please provide Spec Section for these windows.

See revised Section 08 11 13 and Sheets A-505 and A-604, per Am-0006.

80 Section 12 48 13 for Entrance Floor Mat and Frames are included with the Specifications; however, it seems like no floor mats were called out on the Floor Plan or Finish Plan. Please confirm entrance floor mats are not required.

Section 12 48 13 is deleted from this solicitation, per Am-0006.

81 There are Type G doors called out on the door schedule; however, on Sheet A-604, it does not show any Type G doors. Please advise.

See revised Sheet A-602, per Am-0002, for Door 154 revision to door Type A.

See revised Sheet A-602, per Am-0005, for Doors 155 and 156 revisions to door Type C.

82 Doors 155 and 156 are shown as Type G doors with steel doors and steel frames. Door 154 is shown as Type G with HM doors and HM frames.

Please advise if Door 154 should be a different type.

See revised Sheet A-602, per Am-0002, for Door 154 revision to door Type A.

See revised Sheet A-602, per Am-0005, for Doors 155 and 156 revisions to door Type C.

83 Please confirm that soil treatment for vegetation control and chemical termite control is not required.

In-ground chemical soil treatments for vegetation control and chemical termite control are not required.

See Section 32 92 26, Paragraph 1.5.2.4 per the original solicitation, for topsoil for topically applied herbicide and clearing/grubbing requirements for existing vegetation.

See Section 31 31 16.19, per the original solicitation, for termite control requirements.

84 Please advise if width dimensions provided for Window Types A5 and A6 on Sheet A-604 are correct. Both are listed to be 21’0” W.

See revised Sheet A-604, per Am-0006. Window Type A5 is revised to 17'- 6" wide. Type A6 remains 21'-0" wide.

85 Temp Generator Please confirm that the government will provide the temporary generator for Phase 1.

No.