W9128A-18-B-0002_Am-0011.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

FY16 MCAF KNMD043004 F-22 Fighter Alert Facility, Joint Base Pearl Harbor Hickam (JBPHH), Oahu, Hawaii

1. CONTRACT ID CODE PAGE OF PAGES

J 1 4

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-0011

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

6. ISSUED BY

3. EFFECTIVE DATE

27-Jul-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:

See Continuation Page.

W9128A18B0002 Am-0011

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

1. CHANGES TO SPECIFICATIONS. Attached hereto are revised pages/paragraphs to the specifications. The revision mark “(Am-0011)” 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.

Section 00 10 00 – Page 5 Section 01 50 00 – Paragraph 2.2.3e Section 09 90 00 – Page 1 and Paragraph 1.3.2 Section 10 44 16 – Paragraph 2.2.1.2 Section 31 00 00 – Paragraphs 3.2, 3.4, 3.9

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

Section 00 60 00, Appendix A – Requests for Information (#232 through 256)

2. CHANGES TO DRAWINGS.

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

Sheet ID Sheet Number Mark Revision Date

GI001

GI002

GI002a

GI003

GI004

GI005

3a of 410

7/16/18 7/16/18 7/16/18 7/16/18 7/16/18 7/16/18

CD207

CD210

C104 C108 C111a C161 C165 C206 C207 C502 C517 C518 C519

31a of 410 43a of 410 70a of 410 78a of 410 86a of 410

7/16/18 7/16/18 7/16/18 7/16/18 7/16/18 7/16/18 7/16/18 7/16/18 7/16/18 7/16/18 7/16/18 7/16/18 7/16/18

S131 S151 S152 S502 S531 S552 S556

122a of 410

137d of 410

7/16/18 7/16/18 7/16/18 7/16/18 7/16/18 7/16/18 7/16/18

A-140 A-150 A-200 A-243 A-244

7/16/18 7/16/18 7/16/18 7/16/18

A-246 A-440 A-441

7/16/18 7/16/18 7/16/18

F-101 F-103 F-141

FX501

FA601

FA631

7/16/18 7/16/18 7/16/18 7/16/18 7/16/18 7/16/18

M-121 M-142

7/16/18 7/16/18

ES105

ES111

ES117

EP129

EP140

EP509

EP601

EP703

TS104

TS105

TS112

TS113

TS401

TS402

TS403

TS501

T-120 T-506 T-601

TY001

TY102

TY110

TY120

TY130

TY140

TY420

TY440

TY501

TY502

TY503

TY601

TY602

308a of 410

317b of 410 408a of 410 408g of 410 408h of 410 408i of 410 408j of 410 408k of 410 408l of 410

408m of 410 408n of 410 408o of 410 408p of 410 408r of 410 408s of 410

7/16/18 7/16/18 7/16/18 7/16/18 7/16/18 7/16/18 7/16/18 7/16/18 7/16/18 7/16/18 7/16/18 7/16/18 7/16/18 7/16/18 7/16/18 7/16/18 7/16/18 7/16/18 7/16/18 7/16/18 7/16/18 7/16/18 7/16/18 7/16/18 7/16/18 7/16/18 7/16/18 7/16/18 7/16/18 7/16/18 7/16/18 7/16/18

GI001

GI002

GI002a

GI003

GI004

GI005

3a of 410

7/16/18 7/16/18 7/16/18 7/16/18 7/16/18 7/16/18

CD207

CD210

C104 C108 C111a C161

31a of 410 43a of 410

7/16/18 7/16/18 7/16/18 7/16/18

C165 C206 C207 C502 C517 C518 C519

70a of 410 78a of 410 86a of 410

7/16/18 7/16/18 7/16/18 7/16/18 7/16/18

b. NEW DRAWINGS. The following new drawings are issued herewith.

Sheet ID Sheet Number: Title

S559 137g of 410 HUSH HOUSE – EMBEDMENT DETAILS S560 137h of 410 HUSH HOUSE – EMBEDMENT DETAILS

c. DELETED DRAWINGS. The following drawings are deleted in their entirety:

Sheet ID Sheet Number: Title FX141 235 of 410 SENTRY ALOHA – FIRE SPRINKLER AND

HAZARD CLASSIFICATION PLANS

FA141 244 of 410 SENTRY ALOHA – FIRE ALARM/MASS

NOTIFICATION PLAN

FA641 251 of 410 SENTRY ALOHA – FIRE ALARM/MASS

NOTIFICATION RISER DIAGRAM

3. The bid opening date and time remains unchanged.

W9128A-18-B-0002

Section 00 10 00 – Page 5

12. Requests for Information (RFIs) must be submitted no later than August 2, 2018, 2:00 PM Hawaii Standard Time. The Government Points of Contact for RFIs are as follows:

Mr. Colin Waki Telephone Number: (808) 835-4393 E-mail Address: colin.k.waki@usace.army.mil

Mr. Kent A. Tamai Telephone Number: (808) 835-4377 E-mail Address: kent.a.tamai@usace.army.mil

13. SITE VISIT INFORMATION: Cameras, including cell phones, will not be allowed during the site visit.

14. Pending Issues: NONE

(Am-0011)

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

RFI # References Question Government Response 232 ES505 On sheet ES505 note 5 calls for L852T LED but Section 34 43

00.00 20 (page 9) 2.11.1 calls for L852E 45-watt. Please confirm L852T LED are required.

Please see revised Section 26 56 20.00 10, Paragraph 2.6.1, per Am-0008.

233 01 57 19 Section 1.3 The requirement for all preconstruction submittals to be "submitted AND approved" conflicts with other sections of the specification that only require submittal within 45 days. (ex. 00 57 19 Section 1.6 states the "Submit an Environmental Protection Plan within 45 calendar days of contract award."

Please clarify the requirement.

The Contractor shall bid the project as shown on the plans and spec.

234 Sheet S151 Hush House Foundation Plan. Are we to follow the reference drawings on Sheets S551 & S552 to construct the new foundation for the Hush House? The plan shown on S-151 does not exactly match the details on the reference drawings shown on S-551 & S-552.

Please see S151 to S154 and S551 to S558, per Am-0007.

235 03 30 00.00 10, paragraph 3.2.1

03 30 00.00 10, paragraph 3.2.1 first sentence;

Please verify that if we have concrete delivered from a ready-mixed concrete plant per spec 03 30 00.00 10, para 3.2.1, then could we use the batch plant proposed site area as a laydown area for materials and a concrete cleanout area for the GC?

Please see revised Drawing GI005, per Am-0007.

236 GI005, CD202-CD209,

C108-C126, ES101-

ES104, ES112, ES113,

TS104, TS105

The site utility drawings show demolition occurring with existing site utilities, and also new infrastructure (water, electric, telecommunications, runway taxiway lighting) to be installed. It is not clear how and when the demolition of the existing utilities and construction of the new utility infrastructure coincides with the proposed sequence of construction of three phases of demolition of existing buildings and construction of the new proposed facilities. Examples include timing of the taxiway lighting system and overhead electric utility poles. Would you please provide any critical activities preceding or following the utility work?

Please see revised Drawings GI005 per AM-0011, and ES101, ES102, ES103, ES104, ES112, and ES113 per Am-0010 for timing of any activities identified as critical.

Section 00 60 00, Appendix A (Am‐0011)

237 ES103 On Drawing ES103, an existing pad mount transformer, electrical panels, and underground cabling are shown to be disconnected and removed. The size of each the cables, existing transformers and panels to be demolished are not provided. Please provide the location of the existing generator, the size of all underground cables, and size of the existing electrical panels. Can as-builts be provided of what is to be removed?

Please see revised Drawings ES102 and ES103, per Am-0010.

238 Alert Shelter

a. Please provide the demolition layout in the Existing PCC Pavement which is required to execute the Alert shelter Foundation

b. Alert shelter Foundation sheet S131: indicates some pedestals (square shape) and/or concrete curb at Axis “A” and “D”, in mid distance between axis (1&2) and (2&3), please define the meaning of this indications.

c. We noticed that drawing Number C111, mentioned a notice

“HUSH HOUSE PAD/AIRCRAFT APRON AND

TOWWAY/TAXIWAY” , without any reference to paving type , section detail references, joint details or thicknesses.

a. Please see revised Drawings CD203, CD205, C104 and C106, per Am-0010.

b. Please see revised Drawings S131 and S531, per Am-0011.

The lines are the mullion pit.

c. Please see revised Drawing C111a, per Am-0011.

239 The new proposed Hush House Building

a. please confirm our understanding that the scope of work is only limited to the Foundation as per drawing S151

b. if answer of previous question is no, please define the scope of work for the new proposed hush house building since the as built drawings are not clear. i.e. Please advise if slab on grade, walls, roof slab, and beams are required or not

c. The drawings don’t show or propose any new pavements around the hush house building, please confirm our understanding that is not in Contractor scope of work

Please see revised Drawings: CD210, C111a, C165, S151, S152, S552, S556, S559, S560, A150 per Am-0011, C155, S553, ES118 per Am-0010, S154, S551, S554, S555, S557, S558, P-150, P-151, P-152, ES115, ES604, TS114 per AM- 0007, and S153 per AM-0003. The drawings reflect the scope of work for the Hush House (question a) and address the 3 questions.

240 Sheet C164 It says to remove and replace all joint sealant per this drawing.

Do you have the depth and type of sealant that is presently installed?

Please see revised Drawing C164, per Am-0010

241 Key Notes 3 and 3A on A-240 Sentry Aloha – Exterior Elevations indicates the CMU is to receive concrete sealer (CS- 1). Please confirm if the CMU is to have the concrete sealer applied on the whole wall prior to the prefinished aluminum metal panels (MPW-1) or if it is acceptable to apply the concrete sealer on only the exposed areas of the CMU since the MPW-1 has continuous metal flashing per A-505 Sentry Aloha – Wall Sections.

Please see revised Drawings A-602, CS-1 and CS-2, per Am- 0010.

242 Specification 27 05

29.00 10, Paragraph 2.3

Enclosures for SIPRNET systems, please provide clarification for the following:

Is the rack furnished by the government or contractor provided?

How many rack units does the cabinet need to be?

What are the depth requirements of the cabinet?

Does the cabinet need to be provided by a trusted system or approved equivalent?

Please see revised sheet T-701, per Am-0007, and sheet T- 505, per original solicitation.

243 Drawings T-110, T-120, and T-140

Please confirm that all card readers and motions sensors shown are furnished and installed by the government

Please see revised Drawings TY100, TY101, per Am-0005, and T-110, T-120, T-140, TY001 through TDY102, TY102 THRU TY901, TY001, General Note 26, per Am-0007.

244 G1005 Drawing S151 shows wall footings and pad footing. No slab on grade and walls called out.

Please provide section cuts to show:

• Foundation wall type and height

• Slab on grade thickness and connection details to foundation walls

• Building pad preparation including fill material and base course.

In addition, please provide section cut on grid “O” to show elevation of F-10 in relation to WF-11 as well as TOF (top of footing elevation) for F-10 and WF-11 on grid “O”.

Please see revised Drawings S151 through S154 and S551 through S558, per Am-0007.

245 Specification 31 31 16.19

The specifications call for both stainless steel mesh and basaltic termite barrier. Which system is required?

If basaltic termite barrier is required please provide details for installation as none are shown on the plan. We need to know thickness, extent beyond the slab and position relative to the vapor barrier, cushion, etc.

Please see revised Section 31 31 16.19 Termite Control Barriers, per Am-0010.

246 Not in the spec but can we utilize SS40 (ASTM1043) in lieu of Sch-40 (ASTM 1083 for fence steel pipe up to 4" O.D.? There is great costs savings here and it's stronger pipe.

Please see revised Section 32 31 13.53 High-Security Chain Link Fences and Gates, per Am-0010.

247 Drawing ES116 conduit states we are to pull in primary cable to existing primary switch SS-PH65. The switch to be replaced is SS-PH6B per one line on ES602. Please clarify if SS-PH6B is the correct switch.

Please see revised Drawings ES116 per Am-0007, and ES602 and ES603 per Am-0010.

248 Plan Sheet T120, TY120

Sheet T120, note #13 states that a 12 strand fiber & 1 cat 6 cable are be brought to the Entry Control Point. Note #9 states the same for the Alert Hanger. Sheet TY120 mirrors these exact notes. Please confirm that this is the intention for both the Telecom and Security Systems.

Please see revised Drawings T120 and TY120, per Am-0011.

249 Drawing A-506 Please advise whether GYP BD will only be installed on the interior of the Alert shelter where the foam room adjoins to the Alert Shelter or if it is to be installed at full height along the entire interior of the east and west walls of the alert shelter as it is not indicated on the Alert Shelter floor plan.

Please see revised Drawing A-506, per Am-0010.

250 Drawing P-121 Drawing P-121 shows one 2” Vent Up and two 4” Vent Ups for base bid. Drawing P-122 shows one 2” Vent Through Roof.

Drawing P-123 shows four 4” vents through roof all on the north side. Please clarify sizes, quantity, and location of vents through roof.

Please see revised Drawing P-123, per Am-0010.

251 Drawing C-110 Drawing C-110 does not clearly note the existing surface of the open storage area. Will you please confirm the current surface type (i.e. grass, gravel, pavement, etc)?

Please see revised Drawing C110, per Am-0010.

252 Are there any blast rated specs or requirements available? Any standoff distance(s) listed? Please advise.

Please see revised Drawing A-603, Door Notes and A-604, per Am-0010.

253 Subsection 3.19 Disposition Of Surplus Material implies that surplus material must be disposed of at a Licensed/Permitted Facility or to a location “Approved” by the contracting officer.

Can you confirm if there are any non-licensed/non-permitted facilities that are approved for disposing materials?

None.

254 Section 03 30 00.00 10 Cast in Place Concrete

Specification 03 30 00.00 10 “Cast in Place Concrete”, classifies the aggregate for cast in place concrete as “5S” for severe weather region. Referring to table 4 of ASTM C33-16, the classifications are defined as follows;

(S) Severe Weathering Region—A cold climate where concrete is exposed to deicing chemicals or other aggressive agents, or where concrete may become saturated by continued contact with moisture or free water prior to repeated freezing and thawing.

(M) Moderate Weathering Region—A climate where occasional freezing is expected, but where concrete in outdoor service will not be continually exposed to freezing and thawing in the presence of moisture or to deicing chemicals.

(N) Negligible Weathering Region—A climate where concrete is rarely exposed to freezing in the presence of moisture”.

Hawaii is unique among the United States in that it has warm weather conditions year-round.

Ambient air temperatures for this project average in the 70’s - 80’s Fahrenheit so there is no risk of exposure to freeze thawing cycles or the use of deicing chemicals. Fig. 1 from page 7 of ASTM C33 is a map showing the “Location of Weathering Regions”. Although Hawaii is not shown on the map, Hawaii has a milder climate than coastal southern California which is classified as “negligible weathering”

Therefore, will the designers reclassify the requirements of the concrete aggregates as “Negligible Weather” (1N or 2N) as indicated by the definitions in ASTM C33?

Please see revised Section 03 30 00.00 10, paragraph 2.3.2, per Am-0010.

The Room Finish Schedules differ from what is shown in the floor plans at certain locations. Please confirm the correct flooring type for the following locations:

a. AS300 Alert Shelter is shown as being EXST PCC Pavement in A-130 Alert Shelter Overall Floor Plan but is shown in the A-600 Interior Room Finish Schedule as being EP-1. In addition, A-130 indicates “Fuel resistive resinous flooring over EXST PCC pavement in the main bay areas of the Alert Shelter” per keynote 6 with arrows pointing to five areas. A-430 Alert Shelter A – Partial Floor Plan and A-431 B – Partial Floor Plan Option #1 per keynote 10 indicates “Fuel resistive resinous flooring over EXST PCC pavement in the main bay areas of the Alert Shelter” at only two locations. Please confirm the base bid is to have FRF-1 throughout the Alert Shelter with Option #1 reducing this down to only two locations.

b. AS301 Foam Room is not shown to have a floor finish in A-130 Alert Shelter – Overall Floor Plan or A-506 Alert Shelter – Wall Sections but is shown in the A-600 Interior Room Finish Schedule as being FRF-1.

c. EP101 Storage is shown as being VCT-1 in A-801 Crew Quarters and ECP

– Finish Floor Plan but is shown in the A-600 Interior Room Finish Schedule as being CS-1.

d. CQ206 WTT is shown as being RAF-1 in A-801 Crew Quarters and ECP – Finish Floor Plan but is shown in the A-601 Interior Room Finish Schedule as being CS-1. Please confirm the concrete under the Rigid Grid Access Flooring is to receive concrete sealer.

e. CQ213 Supply is shown as being CPT-1 in A-801 Crew Quarters and ECP

– Finish Floor Plan but is shown in the A-601 Interior Room Finish Schedule as being CS-1.

f. CQ222 Janitor’s Closet is shown as being PCT-1 in A-801 Crew Quarters and ECP – Finish Floor Plan but is shown in the A-601 Interior Room Finish Schedule as being CS-1.

255 a. Please see revised Drawings A-430, A-431, and A-600, per Am-0010.

b. Please see revised Drawing A-600, per Am-0007. Base bid to have concrete floor unfinished, but concrete sealer used in Option 1

c. Please see revised Drawing A-600, per Am-0007. EP101 floor to be "VCT-1".

d. Please see revised Drawing A-601, Room CQ206 WTT, per Am-0010.

e. Please see revised Drawing A-601, per Am-0010. Room CQ213 has been deleted.

f. Please see revised Drawing A-801, Room CQ222, per Am

256 (SEE IMAGES TO

THE RIGHT)

1) Please see revised Section 10 28 13, Paragraph 3.3, for "Towel Pin (TP)" quantities, per Am-0008.

2) Please see revised Drawing A-226, Detail B1, per Am-0007.

3) Correct

4) Please see revised Drawing A-442, Detail A3, per Am-0007.

5) Please see revised Drawing A-227, Detail D3, and A-226, Details B1 and D1, per Am-0010.

Bathroom Detail Clarification

1) Page A-200 shows robe hooks in showers. However, there are no robe hooks shown in the Crew Quarter Men’s room, the Women’s room (pg A-226), Bath # 1 & #2 (pg A-227), and Sentry Aloha Shower (pg A-245). Should there be robe hooks in these locations?

2) Detail B1/A-226 states that in the “A” detail, the tall shower stall wall should be PCT-3. However, the rest of the shower stall (“B” & “C2” detail) is CT-1.

Should the shower stall be CT-1 and the rest of the bathroom wainscoting be

PCT-3?

3) In pg A-422 there is no soap dispenser in Bath #1 (CQ226) & Bath #2 (CQ230). Is this correct?

4) In pg A-442 there is a sanitary napkin disposal (SND) located in the ADA stall of the men’s room (SA408). Should this be as Sanitary Cover Dispenser

(SCD)?

5) In page A-601: the Crew Quarters interior room finish schedule calls out CT- 1 & PCT-3 for base in the Bath# 1&2, men’s & women’s bathrooms; however, page A-226 & A-227 state that CT-1 is only used for Wainscoting. Which is correct?