sf30-19b2-am3.pdf

1. CONTRACT ID CODE PAGE OF PAGES

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1 3

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)

AM-0003 29 Aug 2019

6. ISSUED BY CODE 7. ADMINISTERED BY (If other than Item 6) CODE

CECT – Contracting Division USACE, Honolulu District Bldg 252 (CECT-POH) Ft Shafter, HI 96858-5440

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State, and Zip Code) (x) 9A. AMENDMENT OF SOLICITATION NO.

W9128A-19-B-0002 X

9B. DATED (SEE ITEM 11)

07/31/2019

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

CODE FACILITY CODE

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 Offers [ X ] is extended, [ ] is not extended.

Offers 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 ACKNOWLEDGEMENT 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.

(x) 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.)

Renovation of Building 3004, Schofield Barracks, Oahu, Hawaii

See Page 2 of 2 Pages

15A. NAME AND TITLE OF SIGNER (Type or print) 16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

15B. CONTRACTOR/OFFEROR 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

BY

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

NSN 7540-01-152-8070

PREVIOUS EDITION UNUSABLE

30-105 STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

Am-0003

IFB No. W9128A-19-B-0002

Standard Form 30

Page 2 of 3 Pages

Item No. 14 (Continued)

1. CHANGES TO SPECIFICATIONS. Attached hereto are new, revised and replaced sections to the specifications. Revised pages replace like-numbered pages. The revision mark (Am-0003) is shown on each revised page.

A. NEW SECTIONS. The following are added to the sections.

Section 08 11 16, Aluminum Doors and Frames

Section 00 60 00, Requests for Information #2 through 37

B. REVISED PARAGRAPHS. The following paragraphs were revised. Changes are indicated in bold.

Submittal Register, added submittals to pages 20, 21, 23 of 67

Section 07 52 00, paragraphs 1.1, and 2.1

Section 08 34 43, paragraph 2.2

Section 08 51 13, paragraphs 1.1, 1.3, and 1.10.3

Section 10 51 13, paragraph 2.1.1

Section 27 10 00, paragraph 2.4.5

C. REPLACED SECTIONS: The following section was replaced in its entirety:

Project Table Of Contents

2. CHANGES TO DRAWINGS. Attached hereto are revised drawings. Revised drawings replace like-numbered drawings.

A. REVISED DRAWINGS. The following revised drawings replace like-numbered drawings.

Sheet ID Mark Revision Date

G-002 3 08/26/19

G-003 3 08/26/19

CD101 3 08/26/19

CU102 3 08/26/19

S-001 3 08/26/19

SD101 3 08/26/19

SD102 3 08/26/19

SB101 3 08/26/19

SF101 3 08/26/19

SF102 3 08/26/19

SF103 3 08/26/19

SF104 3 08/26/19

SA101 3 08/26/19

SA501 3 08/26/19

A-001 3 08/26/19

AD101 3 08/26/19

AD102 3 08/26/19

AD103 3 08/26/19

Am-0003 Standard Form 30

IFB No. W9128A-19-B-0002 Page 3 of 3 Pages

Item No. 14 (Continued)

AD104 3 08/26/19

AD105 3 08/26/19

AD106 3 08/26/19

A-601 3 08/26/19

A-603 3 08/26/19

AF601 3 08/26/19

AF602 3 08/26/19

AF603 3 08/26/19

PD101 3 08/26/19

PD102 3 08/26/19

PP101 3 08/26/19

PP102 3 08/26/19

PP401 3 08/26/19

PP903 3 08/26/19

B. DELETED DRAWINGS: The following drawings were deleted in its entirety:

N/A

3. The bid opening date has changed to 10 September 2019 at 2:00 p.m., Hawaii Standard Time.

Renovate Building 3004, Schofield Barracks, Oahu, Hawaii W1928A-19-B-0002

RFI # Question Response 2 Please note that in the plans sheet EP111 “Roof Power Plan East” is missing from the set.

See Am-0003, G-003

Specification 08 51 13 Aluminum Windows. Please advise if Wind Borne Debris Resistance(WBDR) per ASTM E 1886 and ASTM E 1996 is required an if so which level(C or D).

See Am-0003, Section 08 51 13, References, pargraphs 1.3 and 1.10.3

Section 07 52 00, Modified Bituminous Membrane Roofing. Re: 2.1.a SBS Base Sheet, 2.1.b SBS InterPly Sheet, 2.1.c: SBS Cap Sheet. Specifications currently specify: Modified Bitumen Base, InterPly, and Cap Sheets meeting ASTM 6163 Type III. Proposed substitution: Modified Bitumen Base, InterPly, and Cap Sheets meeting ASTM 6164 Type II. ASTM 6163 (currently specified) requires a fiberglass reinforcing scrim within the modified bitumen sheet while ASTM 6162 (proposed alternate) requires a polyester reinforcing scrim within the modified bitumen sheet. ASTM 6162 Type II sheets can have equal or better mil thickness, the same surface granules, equivalent performance, and equivalent warranties. There have been far more installations in Hawaii of ASTM 6162 Type II than ASTM 6163 Type III. ASTM 6162 Type II products are readily available in Hawaii while ASTM 6163 Type III products are typically not found readily via local distribution, thus may be a potential source of delay.

See Am-0003, Section 07 52 00, References, para 2.1

New Concrete Mullions Locations. New Concrete Mullions Locations. Details B1 & B4 on A501 show they occur along Line C & G. The plans does not appear to notate the mullion size on Lines 1 & 16. Please clarify.

8"x12" mullion shall be provided at all locations unless otherwise indicated on the drawings. See Am-0003, SF101, SF102, SF103, SF104, SA501.

Existing Concrete Mullion Between Windows on 2nd & 3rd Floor. AD103-AD106, A103-A106, Details B1 & B4 on SA501. 1. Detail B1/A501 shows the sill condition at the 2nd floor mullion, is the head condition the same?

See Am-0003, SA501.

Sanitary Sewer Abandonment. PD101, PD102, CU 101, CU102. 1. Drawing PD101 and PD102 calls out additrional sewer line removal than shown on CU101/102. The plumbing demo drawings calls out to refer to Civl Dwgs. The extent of work is different on each plan, please clairfy.

See Am-0003, CD101, CU102, PD101, PD102, PP101, PP102, PP401, PP903.

In reference (a) you insert the FAR Clause 52.223-1 (great). However, in reference

(b) FAR Clause 52.223-2 was only listed as a reference and was not included in the solicitation.

See Section 00 72 00, for FAR Clause 52.223-2, which is incorporated by reference.

Previously on bids for USACE we have used USACE Standard Form 24 Bid Bond document. For this project are we to use our own Bid Bond form or will you be loading Standard Form 24 with the documents on FedBizOps?

See Section 00 21 13, clause 52.228-1

Section 00 60 00, Appendix C (Am-0003)

The plans call for BTB. BTB is no longer made by Ameron.

See Section 31 31 16.19, para 2.1

Specifications are missing aluminum entrance doors (Door Type F).

See Am-0003, Section 08 11 16.

12 Section 10 51 13 Metal Lockers Paragraph 2.1.1 call for 15" wide x 18" deep x 72" high locker. Plans won't allow for amount of lockers shown in plan.

See Am-0003, Section 10 51 13, para 2.1.1

13 Are windows required to meet (WBDR) Wind Borne Debris Resistance per ASTM E 1886 and ASTM E 1996. If required which level (C or D).

See Am-0003, answer to RFI #3

14 Per door schedule on the drawings finish calls out to be painted. However specifciations are calling for Premium Grade White Oak. Are we painting Premium Grade White Oak or should it be stained?

See Sheet AF604 for type of finish on wood doors. See Section 08 14 00, paragraph

2.3.6 for finish.

Survey is very limited and does not include areas not accessible such as boiler room which may contain suspect asbestos containing materials. Please confirm additional sampling will take place in all unidentified areas & change orders will be submitted upon discovery of unforeseen asbestos containing materials discovered during renovation work

Asbestos containing material may be present in some areas not identified in the survey. Change orders will need to be submitted upon discovery of unforseen asbestos containing material discovered during renovation work.

16 Sheet EP-111 - Partial Roof Power Plan 1 - Plan West is listed in the drawing table of contents but not in the set. Please advise.

See Am-0003, answer to RFI #2

Section 07 52 00 Modified Bitumen Membrane Roofing: Section 2.1 a, b and c states that the modified roofing membrane shall be Type III. Can we change the modified bitumen membrane to a Type II instead that will still meet the warranty requirements and has been used on many government projects?

See Am-0003, answer to RFI #4

Sheet SA101 and Specification 08 11 13, Steel Doors & Frames. • Note #2 on SA101 states that blast Design Criteria applies to windows and doors at each building location. There are steel doors within the W2 blast zone called out on SA101. The spec section 08 11 13 does not refer to Blast Resistant Steel Doors. Please provide specification for design and testing standards, See Am-0003, SA101.

Sheet A-4101, Detail B6/A-530, Specification 06 61 16, Solid Surfacing Fabrications.

• Detail B3/A-530 calls for a window sill at furred wall condition. Wall section A5/A- 401 does not show a window sill. Please confirm that window sill are required at all locations.

Refer to window schedule A-604, A-605, A-606 for sill condition at all windows.

20 Sheets A-113, A-114, Wall Sections on A-301, A-302 and A-303. The parapet height on the perimeter walls are not high enough to be considered Fall Protection. Can the contractor drill anchors into the roof deck for harness tie-of? If so, would Schofield want to leave the anchors in place for future use?

Drill anchors into the inner side of the parapet wall and use sealant to prevent water infiltration and damage to the parapet

Reference Detail A1/S-007 and Specification 31 31 16.19 Termite Barriers. The basaltic termite barrier BTB is not longer manufactured. Can termiticide be used in its place. (Note: this was approved at Bldg 452).

See Am-0003, answer to RFI #10

Are Federal projects exempt from the State of Hawaii General Excise Tax of 4.7%

Contact the State of Hawaii, Department of Taxation.

23 Specification 27 10 00 Building Telecommunications Cabling System. Paragraph call to provide patch cords for the patch panels. The paragraph does not list quantity, color or lengths. Please provide information.

See Am-003, Section 27 10 00, paragraph 2.4.5

Per Section 08 14 00 Paragraph 2.3.6.1, the wood doors are to be factory-finished.

For STC door assemblies, Section 08 34 73 Paragraph 2.2 states that the finish for the wood sound retardant doors are to be site-applied, which differs from the wood door requirements. Please advise if the STC wood doors are to be finished at the jobsite

See Am-0003, A-603, and Section 08 34 73 para 2.2

25 Please provide elevations for Door Types G and H. See Am-0003, A-601.

26 The Finish Schedule on Sheet AF601 shows the flooring in Rooms 106 and 133 to be RFT-1. Floor Plans show floor drains and plumbing equipment to be installed in these rooms. Please advise if this is correct and if so, please provide details showing the RFT-1 tying into the floor drain.

See Am-0003, AF601.

27 On the Finish Schedule, there are rooms noted to have “No Ceiling”, but under the Finish column, it is noted to have ACT-1. Please advise which is correct.

See Am-0003, AF601.

On the Finish Schedule, the restrooms are noted to have a finish of CT-3/4. Please confirm that the CT-4 should be CT-2 instead. The Finish Key provided does not have CT-4 and the CT-2 is noted to be for the walls

See Am-0003, AF601, AF602, AF603.

29 Please provide any other pages available from the Hazardous Material Report. Also, if there are any photos of the samples that were taken.

See Section 02 83 13.00 20.

Are we to assume based on the samples (SB-0334-P1-P3) that there is plaster ceiling above all suspended acoustic ceiling and that is trace as well?

See Section 02 83 13.00 20.

31 Since the SOG is in contact with ACM material, it will also need to be tested. Please advise if there are any test reports for the SOG

See Section 02 83 13.00 20.

Please advise what the capacity of the existing 2nd and 3rd floor slabs are as this would affect what type of equipment can be used to perform work on these floors

Refer to S-001, Design Criteria.

Please advise if the north walls of the following corridors are to receive Partition Type 2 furring: 100B, 100J, 200B, and 300B. No partition type is called out at these walls;

however, in other rooms, Partition Type 2 furring is typically shown.

Drawings indicate where furring is provided in these corridors.

Based on AD 103, project calls to remove existing CMU wall on second floor (3RD floor). What thickness of existing CMU wall on 2nd floor (6” thick, or 8” thick)?

See Am-0003, AD101, AD102, AD103, AD104, AD105, AD106.

35 Do contractor need to provide patching for slab after removal of CMU wall on 2nd floor (or 3rd floor)?

See Am-0003, SD101, SD102.

36 What is the new slab thickness at 106 Mechanical room (Grid 5-6-a-b) ? See Am-0003, SB101.

37 Is there anything work on existing overhang concrete (canopy, or eye brow)? It looks there is no work in this project

Refer to drawings for work at the existing concrete overhangs.