W9128A-18-B-0002_Am-0008.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

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 W9128A18B0002

X 9B. DATED (SEE ITEM 11)

01-Feb-2018

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.

Am-0008

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

6. ISSUED BY

3. EFFECTIVE DATE

14-Jun-2018

CODE

CECT - CONTRACTING DIVISION

USACE, HONOLULU DISTRICT

BLDG 252 (CECT-POH)

FT. SHAFTER HI 96858-5440

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

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W9128A18B0002 Am-0008

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

1. CHANGES TO SPECIFICATIONS. Attached hereto are revised pages/paragraphs to the specifications. The revision mark “(Am-0008)” is shown on each revised page.

a. REVISED SECTIONS. The following are revised pages/paragraphs to the solicitation. Changes are marked in

“*” asterisks or indicated in bold.

Project Table of Contents – Page 1 through 4 Section 01 33 00 – Pages 33, 34 Section 08 34 02 – Paragraphs 2.3.1, 2.4 Section 08 34 16.20 – Paragraph 1.3.2 Section 09 69 13 – Paragraph 2.3.4.1.b Section 10 28 13 – Paragraph 3.3 Section 11 44 00 – Page 1 and Paragraphs 2.2.1.4, 2.2.1.4.1, 2.2.1.4.2, 2.3.3 Section 21 13 20.00 20 – Paragraphs 2.7.4, 2.7.4a, 2.7.4b, 2.7.8, 2.7.9 Section 28 31 76 – Paragraphs 1.1, 1.7, 2.4.2, 2.18.1 Section 32 01 19.61 – Page 3 Section 32 13 11 – Page 2 and Paragraph 2.11.1 Section 33 11 00 – Paragraph 2.4.1.1 Section 33 30 00 – Page 1 and Paragraph 2.4.5

b. DELETED SECTIONS. The following sections are deleted in its entirety.

Section 01 33 29 Attachment 2 Section 01 50 00 Section 01 90 00 Section 01 90 00 Attachments 2 through 7 Section 07 52 00 Section 08 51 13 Section 08 91 00 Section 21 21 03.00 10 Section 26 56 20.00 10 Section 28 08 10 Section 28 10 05 Section 31 00 00 Section 31 31 16.19 Section 33 05 23.13 Section 33 71 02 Section 34 43 00.00 20

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

Section 01 33 29, Attachments 1, 2 Section 01 35 13.05 20 Section 01 35 13.05 20 Attachment A Section 01 50 00 Section 01 90 00 Section 01 90 00 Attachments E, F Section 08 51 23 Section 08 91 00 Section 26 56 20.00 10 Section 28 08 10 Section 28 10 05 Section 31 00 00 Section 31 31 16.19

W9128A18B0002 Am-0008

Section 33 05 23.13 Section 33 56 10 Section 33 71 02

d. NEW PAGES. The following are new pages to the solicitation.

Section 00 60 00, Appendix A – Requests for Information (#109 through 140)

2. The bid opening date and time remains UNCHANGED (see SF1442, Page 1, Block 13A).

FY16 MCAF RNMD043004, F‐22 Fighter Alert Facility Joint Base Pearl Harbor Hickam (JBPHH), Oahu, Hawaii

RFI # References Question Government Response 109 Section 08 11 16 and

Section 08 51 13 Section 08 11 16, 2.4.8.1 calls for dark bronze anodic coating for exposed aluminum surfaces. Section 08 51 13, 2.3.9 calls for black anodic coating for exposed aluminum surfaces and states all windows for each building must have the same finish.

Please confirm the aluminum window wall and aluminum

Please see new Section 08 51 23, Paragraph 2.8.2b, per Am- 0008.

110 Section 08 51 13, 1.11.6

States the window unit must have a minimum OITC of 40 for crew quarters and 35 OITC for Sentry Aloha.

Please clarify the OITC rating applies for all windows in the respective buildings and STC ratings are not applicable.

Please see new Section 08 51 23, Paragraph 1.5 Sound Attenuation, per Am-0008.

111 Section 32 13 11 Specification Section 32 13 11 – Concrete Pavement for Airfield Pavements – Paragraph 2.3.2.4 – Deleterious Materials – Airfield Pavements – Table 5. Under Materials (h), the classification is listed as “Moderate Weather”. Based on the definitions of the aggregate categories per ASTM C33, table 3, note 1, will the design team reclassify the deleterious requirements for the airfield pavement aggregates to categorized as “Negligible Weather” for this project?

No, the Contractor will need to bid the project as shown on the plans and spec.

112 TS104 On sheet TS104, it is referenced that a 50 pair capacity copper telecommunications cable and 24 strand single mode fiber optic cable are to allocated and routed through the conduits shown on TS104, TS105, TS112. Please confirm that these cables are government furnished and government installed. Please confirm that the government will be terminating these cables at each connection point.

Please see revised Drawing TS104, Note 3, per Am-0007.

Section 00 60 00, Appendix A (Am‐0008)

113 Specification 09 69 13 Section 2.3.3.1

Specification 09 69 13, Rigid Grid Access Flooring, Paragraph 2.3.3.1, specifically requires “Hollow Formed Steel” with reference to the access floor panel construction. Due to BAA & FAR provisions, as currently written, but not intentional, only one manufacturer meets the panel description, therefore making this specification proprietary to Tate Access Floors. Therefore we request inclusion of the Haworth TecCrete panel description “Lightweight Concrete Panels (Exposed Concrete)”, as described in the Unified Facilities Guide Specification 09 69 13, under Paragraph 2.3.3.5.

Further, the Haworth TecCrete Panel meets or exceeds all other aspects of the Project specifications, Section 09 69 13 Access Flooring and is the only manufacturer that is ICC-ES AC300 compliant as specified under 2.2C1.

In addition, 2.3.4.1b Carpet Tile specifies the Haworth CarpetLok system, which works with the Haworth TecCrete Panel only.

Finally, the Haworth TecCrete Access Floor system has been installed in the following related buildings.HIANG – TFI – F-22 Flt. Simulator Building and COMM Bldg. – B3385HIANG – TFI – F-22 Squadron Operations & Aircraft Maintenance Unit Hanger

Please see Section 09 69 13, Paragraph 2.3.4.1b, per Am-0008.

114 Specification 08 34 16.20, paragraph 1.3.2 and Drawing S-131

Drawing design criteria notes state wind design data to be at 145mph. Specs call out for design to be "The loads for the design of the door must be in accordance with UFC 1-200-01, UFC 3-301-01 and all other applicable criteria." Please advise

Please see Section 08 34 16.20, Paragraph 1.3.2, per Am-0008.

115 Drawing T-001 On the Communications Equipment Legend, a wall mounted combination speaker bell is specified by the manufacturer Klaxon. Please verify and provide a model, or part number for the specified equipment.

Please see revised Drawing T-001, per Am-0007.

116 Drawings EP-123 and

EP-140

Electrical drawings for the Crew Quarters (EP-123) and the Sentry Aloha (EP-140) show a disposal in the sinks. We have found no mention of the disposals in the specs. Please advise.

Please see revised Section 11 44 00, Paragraph 2.3.3 "Garbage Disposal", Per Am-0008.

117 Regarding Fire rated/ Sound rated walls: Is it the architect’s intent to have the fire and sound rated walls terminate to the bottom of the trusses OR terminate to the underside of roof deck? According to keynote 8 on A-510 it states: “Underside of roof deck, concrete paneling, or roof framing member (Trusses)” Please confirm.

Please see revised Drawing A-510, per Am-0007.

118 Regarding Hangar Perimeter walls: Detail B4/ A-506 shows fully framed walls with 3 layers of gypsum on one side at the alert hangar. Does this occur typically at the interior walls of the

Please see revised Drawings A-430, A-431, A-506, and A-600, per Am-0007.

119 Drawings TS-105 and

TS-501

Ground conditions determine the type of HDD drilling equipment used for a given project. Formerly used sites often have buried foundations, pipelines, electrical and other obstructions. Are there any records available to us of past use of the land in the

No records are available.

120 Drawings TS-104, TS105, and TS-501 and Specification Section 33 71 02 Paragraph 3.6.4

Drawings TS-104, TS105, and TS-501 refenced that the (4) 4" conduit crossings under Taxiways M,T, and V are to be directionally drilled. Specification Section 33 71 02 Paragraph

3.6.4 states that conduits under existing paved areas are "jacked into place." Please clarify what method is intended to be

Please see new Section 33 71 02, Paragraph 3.6.4, per Am- 0008.

121 G1005 Reference is made to the phasing plan noted on drawing sheet G1005. For evaluating the critical path between Phase 1and 2’s phasing schedule, please identify the duration (in calendar days) needed for moving the Aloha Sentry Building’s staff since this activity will be categorized as “government’s responsibility”.

Please see revised Drawing GI005, Phase 2, Note 1, per Am- 0007.

122 G1005 Reference is made to the phasing plan noted on drawing sheet G1005. Phase 1 notes mentioning that relocation of existing hush house is to be done by the government’s contractor.

Please confirm if the relocation of existing Hush House is required to be complete before starting of phase 2 work. If it is a requirement, please specify the duration in calendar days for planning of project schedule purpose.

Please see revised Drawing GI005, per Am-0007.

123 Drawing P-152, detail A3

Please verify where this hydrant is to be located. It doesn't not seem to be shown on drawings anywhere else.

Please see revised Drawing P-150, per Am-0007.

124 Hush House Building With reference to Amendment #03, Sheet 122 of 410, Drawing S151 - Rev.01, Hush House Foundation Plan: Please provide

Please see new Drawings S551 through S558, per Am-0007.

125 The Legend of the following drawings referred to the Construction Joint Type CJ-1

• Crew Quarter - Foundation Plan Drawing S121, sheet 117 of

• Sentry Aloha - Foundation Plan Drawing S141, sheet 141 of Please confirm our understanding that CJ-1 is not required in these plans.

Please see revised Drawings S121 and S141, per Am-0007, for joint types and locations. "CJ-1 is an example?"

126 Sentry Aloha -overall floor plan, sheet 152 of 410, A-140, fenced area outside the building axis 1 to 4 indicates “ concrete slab, See Civil Drawings” Although Foundation section of the same building sheet 134 of 410 , Drawing S541 - Section C1, refer to “SEE ARCH DWGS”.

Please provide the missed slab thickness and clarify if it is reinforced.

Please see revised Drawing S141, per Am-0007, for thickness and reinforcing of slab.

127 Drawing A-603, Amendment #3

Please confirm the hardware set for Door #232 Please see revised Drawing A-603, per Am-0007.

128 Plan Sheet EP133, EP134 & Amendment 0003 Plan Sheets S131, S503

Amendment 0003 Plan Sheets S131, S503 Delete the Floor Pits from the Plans. Plan Sheets EP133 & EP134 Do Not Reflect This Change. These Changes Have a Significant Effect on the Electrical Scope. Please Provide Updated Electrical Drawings, Please see revised Drawings EP133 and EP134, per Am-0007.

Drawing EP504 has been deleted per Am-0005.

129 Drawing A-310, 320, and 340 shows that interior metal stud wall framing and the gypsum wall board is extended only up to the bottom chord of the roof truss. Please confirm that the metal

Please see revised Drawings A-320 and A-340, per Am-0007.

130 Per drawing A-510, wall type 2 and 2A shall meet the minimum of STC 50 rating. However, drawing A420 shows that only a certain wall has type 2 with STC rated. For example, type 2 wall

Please see revised Drawing A-420, per Am-0007.

131 • The Sub-detail "Bearing and Anchor Plate" in Detail A1 on Sheet S503 appears to depict the anchor plate fastened to the casing with nuts top & bottom.

Could you confirm the (more typical) arrnagement where the anchor plate is fastened to the center reinforcing bar with nut(s) shall apply?

Please see revised Drawing S503, Detail A1, per Am-0007.

Anchor plate is fastened to center reinforcing.

132 Amendment 3 issued new drawing sheets S151, S152, S153 and S154 which describe the foundations for the Hush House.

These drawings make reference to detail and sections described on sheets S551, S552, S553, S554, S555 and S556.

These drawings do not appear to be provided in the original bid

Please see new Drawings S551 through S558, per Am-0007.

133 S321, S341 The Crew Quarters and Sentry Aloha building show a stabilization layer under the slab-on-grade. Is the stabilization layer also required at the relocated Hush House?

Please see new Drawing S551, per Am-0007. There is no stabilization layer at the Hush House.

134 There are two types of fence. 7' and 8' both with barbed top.

Are they including the 1' barb top in the total when the call out the heights in the drawings? C102,103,104,105,108 vs.

Please see revised Drawings C511, Detail A1, per Am-0007.

135 C103 calls out "relocated man gate" . Where was this gate being relocated from?

Please see revised Drawing C103, per Am-0007.

136 C103 and 105 show the CMU wall and calls out fence on top to match new/existing fencing ht. Is fence to follow/top the entire

Please see revised Drawings C103 and C105, per Am-0007.

137 Structural Drawings S- 151, S-152 and S-153

In the new Hush House Structural Foundation drawings provided with Amendment 3 (S-151, S-152, S-153), the following structural drawing sheets are mentioned for further details: S-551, S-552, S-553, S-554, S-555 and S-556. These sheets cannot be found in the drawings package. Please

See new Drawings S551 through S558, per Am-0007.

138 S151 & S152- HUSH

HOUSE FOUNDATION

PLAN

There are section view callouts referencing sheets S551, S552, S553, S554, S555 and S556. These drawings have not been included in the bid. Please provide the missing sheets.

See new Drawings S551 through S558, per Am-0007.

139 TS111 On sheet TS111, it is referenced that the "contractor shall work with the NAVY BCO to install cables" to be installed in a proposed 8-way ductbank. Please confirm if these cables are government furnished and contractor installed? Please confirm what role the contractor will have in working with the Navy for installation, splicing, and termination if applicable.

Please see revised Drawing TS111, per Am-0007.

140 Miscellaneous Detail Clarification Please provide finish clarification for the following items:

1) Pg A-210 states that CMU-1 is smooth surface and CMU-2 is split face. However, pg A-602 states that CMU-1 is split face and CMU-2 is honed face which coincides with the other legends in the drawing. Should the legend for pg A-210 match pg A-220 & A-240?

2) Is it correct that there are no fire extinguishers located in the Crew Quarters, Alert Shelter, & Sentry Aloha Buildings?

3) In pg A-130: Are the yellow non-reflective nose wheel stops pre-finished?

4) In Detail B3/A-607 there are two Type 5 signs shown. Should one of them be Type 7? If so, where would that sign type be located?

(SEE IMAGES TO THE

RIGHT)

1) Please see revised Drawings A-210, A-220, A-221, A-240 and A-241, per Am-0007.

2) Correct.

3) Please see revised Drawing A-130, per Am-0007.

4) Please see revised Drawing A-607, per Am-0007.