191309-AMD4.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

RFP N62742-19-R-1309, FY17 H279 REPLACE ANDERSEN HOUSING PHASE I, FY18 H-280 REPLACE ANDERSEN HOUSING PHASE II, FY19

H-282 REPLACE ANDERSEN HOUSING PHASE III, NAVAL SUPPORT ACTIVITY ANDERSEN, GUAM

Amendment no. 0004 is continued on page 2.

The proposal due date remains unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 5

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

16C. DATE SIGNED

BY 17-May-2019

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 N6274219R1309

X 9B. DATED (SEE ITEM 11)

28-Mar-2019

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

17-May-2019

CODE

NAVFAC PACIFIC

CONSTRUCTION CONTRACTS BR (CODE ACQ33)

258 MAKALAPA DR STE 100

PEARL HARBOR HI 96860-3134

N62742 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

N6274219R1309

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

DOCUMENT 00 01 15 LIST OF DRAWINGS

1.2 CONTRACT DRAWINGS

The following sketches dated 5/17/2019, are added to the list of drawings:

SK-C12 Sheet CU117 - CU130, Drainage Plan & Profiles

Sheet CU201 – CU208, Drainage Lateral Profiles Revised to remove storm drain pipe material.

SK-LP04 LANDSCAPE MATERIAL SCHEDULE (LP601)

Revised quantities for trash receptacle and benches

SK-A-103A FLOOR PLAN – UNIT TYPE 1 (A-103A)

Revised Linen Door in Bath 2

SK-A-401A DETAILED PLANS & INTERIOR ELEVATIONS – UNIT TYPE 1 (A-401A)

Revised Laundry cabinets

SK-A-401A(2) DETAILED PLANS & INTERIOR ELEVATIONS – UNIT TYPE 1 (A-401A)

Revised Bath 2 Linen door

SK-A-401B DETAILED PLANS & INTERIOR ELEVATIONS – UNIT TYPE 2 (A-401B)

Revised Laundry cabinets

SK-A-103C FLOOR PLAN – UNIT TYPE 3 (A103C)

Removed Door tag 108M at glass sliding door to patio

SK-A-401C DETAILED PLANS & INTERIOR ELEVATIONS – UNIT TYPE 3 (A-401C)

Revised Laundry cabinets

SK-A-103C2 FLOOR PLAN – UNIT TYPE 3B (A103C2)

Added door number for shallow closet near Kitchen

SK-A-103D FLOOR PLAN UNIT TYPE 4 (A-103D)

Added note to provide roll shutter should Bid Add 4 not be selected

SK-A-401D DETAILED PLANS & INTERIOR ELEVATIONS – UNIT TYPE 4 (A-401D)

Revised Laundry cabinets

SK-A-401E DETAILED PLANS & INTERIOR ELEVATIONS – UNIT TYPE 5 (A-401E)

Revised Laundry cabinets

SK-A-401F DETAILED PLANS & INTERIOR ELEVATIONS – UNIT TYPE 6 (A-401F)

Revised Laundry cabinets

SK-A-601 DOOR SCHEDULE (A-601)

Revised Door 104C hardware set. Revised Door 115 to Aluminum. Added Doors 116 &

SK-A-603 ROOM FINISH SCHEDULE (A-603)

Revised Room Finish Remark #10

SK-E01 MISCELLANEOUS DETAILS (E-505)

Revised note for clarity

SPECIFICATIONS

Section 01 14 00 Work Restrictions

1.3 Special Scheduling Requirements

Add the following to “1.3 Special Scheduling Requirements”:

“d. For intrusive activities requiring Explosives Safety Submission (ESS) work where the exclusion zones (EZs) include Department of Defense Education Activity (DoDEA) school facilities and 36 Force Support Squadron (36 FSS) facilities and areas, the following work restrictions shall apply:

1. DoDEA School Facilities/Areas:

a) No ESS activities shall be performed from 0630-2230 hours Monday- Friday while school is in session (typically 3rd week in August until 2nd week of June).

b) No ESS activities shall be performed from 0800-1700 hours Monday- Friday while school is not in session (typically 3rd week of June until 2nd week of August).

c) DoDEA POC: Mr. Levi Rifareal, 671-344-7259, levi.rifareal@dodea.edu

2. 36 FSS Facilities/Areas:

a) No ESS activities shall be performed when the following facilities are open/occupied:

Youth Center (Bldg 1622)

• Hours Open/Occupied: 0545 – 1830 (Monday – Friday)

• Weekends: Closed

• Holidays: Closed

• Events that extend beyond normal days/hours of operation: Open every third

Saturday of the month for Give Parents A Break/Parents Day Out from: 1000 – 1600 hours

Teen Center (Bldg 1605)

• Hours Open/Occupied: 0830 – 1830 (Monday – Friday)

• Weekends: Closed

• Holidays: Closed

b) 36 FSS POC: Lt Stephanie Larsson, 671-366-5152, Stephanie.erivez_larsson.2@us.af.mil”

Section 01 57 19.03 Supplemental Temporary Environmental Controls (JRM ESS)

Delete the section in entirety and replace with the attached Section 01 57 19.03 “Supplemental Temporary Environmental Controls, Joint Region Marianas Explosives Safety Submission (JRM ESS).”

Section 32 17 23 Pavement Markings

Add the following:

“2.2.19 Rubberized Speed Hump

Furnish prefabricated black rubber speed cushion with mounting hardware, markings and reflectors.

a. General. The prefabricated black rubber speed hump dimensions shall be as shown on plans and constructed with interlocking tongue and groove modules to between 3 inches to 3.75 inches in height

The devices shall have the ability to be fastened to the road with anchor bolts using six fusion coated rust resistant lag bolts through a plastic shield installed in the pavement. All securing hardware such as epoxy, sleeves, and bolts shall be included with the devices.

System shall be of uniform composition, free from surface irregularities, and free from other physical damage or defects that affect appearance or performance, or both.

b. Dimension of System Modules (Tongue and Groove):

(1) Width: 18” (+/- 1/16”)

(2) Length: 42” (+/- 1/8”)

(3) Thickness: 3” (+/- 1/8”)

c. Dimensions of System Humps are changeable by:

(1) Width: 18” increments

(2) Length: 42” Increments

d. Physical Properties:

(1) Compression molded, synthetic and natural rubber composite.

(2) Tensile Strength: minimum 500 PSI (ASTM D412)

(3) Shore Hardness: minimum 70A (ASTM D2240)

(4) Specific Gravity: 1.10 (ASTM C642)

(5) Deformation Rate: None; 100% recovery

(6) Skid Resistance: 89 (Dry)

e. Gradients:

(1) Entrance and Exit Gradient: 1:15

(2) Side Gradient: 1:3

f. Marking. All markings and reflectors shall be embedded into the rubber during the manufacturing process and have the required reflective qualities.

(1) Roadway Center/Crown: Rubber Modules in black with yellow reflective tape

(2) Within Thru Lanes: Rubber Modules with white MUTCD modified chevron pattern.

3.3.6 Rubberized Speed Hump.

Contractor shall furnish and install the black rubber speed humps system per manufacturer’s specifications at locations identified on plans. Contractor shall provide a two year warranty on labor and material for the installed system.”

Section 05 50 13 MISCELLANEOUS METAL FABRICATIONS Para 2.3 ACCESS DOORS

Replace the first paragraph in its entirety with the following:

“Provide access panels and frames of 16 gage stainless steel with concealed pivots or a continuous piano hinge and flush stainless-steel cam latch. Finish with manufacturer's standard primer coat finish. Access panels located in furred wall and ceiling spaces shall be recess type and have an inserted material to match adjacent wall surface. Provide 610 mm square access panel for ceilings unless noted otherwise.”

Section 09 30 13 Ceramic Tiling Para 3.4.3 Waterproofing

In the first sentence replace “Section 07 13 53 ELASTOMERIC SHEET WATERPROOFING” with “Section 07 14

00 FLUID-APPLIED WATERPROOFING”

Section 33 40 00 Storm Drainage Utilities

Delete paragraph 2.5 Downspout Boots

Delete Section 07 13 53 ELASTOMERIC SHEET WATERPROOFING in its entirety

Delete Section 08 11 16 ALUMINUM DOORS AND FRAMES in its entirety