191309-AMD3.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. 0003 is continued on page 2.

The proposal due date remains unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 7

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

16C. DATE SIGNED

BY 10-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 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

10-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:

RFP No. N62742-19-R-1309 Amendment No. 0003

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

DOCUMENT 00 01 15 LIST OF DRAWINGS

1.2 CONTRACT DRAWINGS

The following sketches dated 5/8/2019, are added to the list of drawings:

SK-GI-101 COVER SHEET, PROJECT INFORMATION, GENERAL NOTES (GI-101)

Revised Bid Schedule to match GI-111 SK-C01 Sheet CD103 Demolition Plan – 1

Revised to show existing light pole to remain. Provided pavement demolition limits along proposed waterline alignment.

SK-C02 Sheet CD104 Demolition Plan – 2 Revised to show existing light pole to remain. Provided pavement demolition limits along proposed waterline alignment.

SK-C03 Sheet CU118 Drainage Plan and Profile – Palau Loop Moved Keynote 5 to attach to SDMH-PL08 leader callout to clarify manhole is per Det.

B1/CU509.

SK-C04 Sheet CU509 – Drainage Detail - 2 Added manhole cover note to specify which Large Storm Drain Manholes have the grate opening

SK-C05 Sheet CU503 – Inlet and Grated Catch Basin Details Revised Standard Drain Inlet Grating Detail B3 and Grating Seat Detail C5. Revised grate dimension and bearing bar spacing.

SK-C06 Sheet CU510 – Drainage Detail - 3 Added detail reference for manhole frame and cover to the Curb Opening Catch Basin Detail B1.

SK-C07 Sheet CU109 – Combined Utilities Plan - 1 Relocated waterline around the existing street light to remain.

SK-C08 Sheet CU153 – Sewer and Water Plan and Profile – Ulithi Blvd.

Relocated waterline around the existing street light to remain.

SK-C09 Sheet CU503 – Inlet and Grated Catch Basin Details Relocated waterline around the existing street light to remain.

SK-C010 Sheet CU129 – Drainage Plan and Profile DL-A and DL-B Revised Note #3 reference detail from B1/CU507 to B1/CU509

SK-C011 Sheet CD100 – Overall Demolition Plan – 1 Added clarification to Note #11 to clarify elevations of existing conditions at each lot at the completion of the housing demolition work to be completed by other (NIC).

SK-LP01 LANDSCPAPE PLAN -4 (LP104)

Removed fitness center “C” from the plan LP104

SK-LP02 LANDSCAPE PLAN -7 (LP107)

Removed fitness center “A” and “B” from the plan LP107

SK-LP03 LANDSCAPE MATERIAL SCHEDULE (LP601)

Revised to edit Q’ty of Grass, Soil Amendment, Temporary Irrigation, Trash Receptacles, Concrete Paving below Rubber Surface, Exercise Equipment and Rubber surface reflecting the removal of exercise stations “A” “B” and “C” and accompanies this amendment.

SK-S-001 BLDG H - FOUNDATION PLAN (S-115)

Revised multiple wall panel marks and wall joint locations. Revised rear gable end wall to 12” thick cast-in-place. Revised window in master bedroom to match architectural drawings. Added precast columns at common closet. Revised footings at rear columns.

SK-S-002 BLDG H - FOUNDATION PLAN (S-115)

Revised multiple wall panel marks and wall joint locations. Revised rear gable end wall to 12” thick cast-in-place. Revised window in master bedroom to match architectural drawings. Added precast columns at common closet. Revised footings at rear columns.

SK-S-003 BLDG H - PARTIAL FOUNDATION PLAN (S-115)

Revised multiple wall panel marks and wall joint locations.

SK-S-004 BLDG H - PARTIAL FOUNDATION PLAN (S-115)

Revised multiple wall panel marks and wall joint locations.

SK-S-005 BLDG H - PARTIAL ROOF FRAMING PLAN (S-116)

Revised plan by adding additional information at rear gable wall.

SK-S-006 BLDG H - PARTIAL ROOF FRAMING PLAN (S-116)

Revised plan by adding additional information at rear gable wall and indicated roof beams for entry roof.

SK-S-007 BLDG H - PARTIAL ROOF FRAMING PLAN (S-116)

Revised plan by indicated roof beams for entry roof.

SK-S-008 BLDG H - PARTIAL ROOF FRAMING PLAN (S-116)

Revised plan by adding section cuts.

SK-S-009 BUILDING A - PRECAST WALL PANEL ELEVATIONS (S-201)

Revised wall panel notes and legend.

SK-S-010 BUILDING A AND B - PRECAST WALL PANEL ELEVATIONS (S-202)

Revised wall panel notes and legend.

SK-S-011 BUILDING C - PRECAST WALL PANEL ELEVATIONS (S-203)

Revised wall panel notes and legend.

SK-S-012 BLDG C AND D - PC WALL PANEL ELEV (S-204)

Revised wall panel notes and legend.

SK-S-013 BUILDING C2 - PRECAST WALL PANEL ELEVATIONS (S-205)

Revised wall panel notes and legend.

SK-S-014 BUILDING E - PRECAST WALL PANEL ELEVATIONS (S-206)

Revised wall panel notes and legend.

SK-S-015 BUILDING E AND F - PRECAST WALL PANEL ELEVATIONS (S-207)

Revised wall panel notes and legend.

SK-S-016 BUILDING H - PRECAST WALL PANEL ELEVATIONS (S-208)

Revised wall panel H-1 elevation by revising the master bedroom window and relocating the wall joints. Revised wall panel elevation H-9 by correcting mark for intersecting wall.

Revised wall panel notes and legend.

SK-S-017 BUILDING H - PRECAST WALL PANEL ELEVATIONS (S-209)

Revised wall panel elevation H-10.

SK-S-018 BUILDING H - PRECAST WALL PANEL ELEVATIONS (S-209)

Revised wall panel elevations H-11 and H-12.

SK-S-019 BUILDING H - PRECAST WALL PANEL ELEVATIONS (S-209)

Revised wall panel elevation H-13. Revised wall panel notes and legend.

SK-S-020 BUILDING H - PRECAST WALL PANEL ELEVATIONS (S-209)

Added elevations H-14, H-15, H16 and H-17.

SK-S-021 FOUNDATION SCHEDULE AND DETAILS (S-601)

Revised footing schedule by adding footing type F-3. Revised Detail A1 by changing column corner bars from “epoxy-coated” to “galvanized” and indicating that the galvanized corner bars are only for exterior columns.

SK-S-022 COLUMN SCHEDULE & DETAILS (S-603)

Revised “PC-1 ELEVATION” on Detail B3 by changing column corner bars from “epoxy-coated” to “galvanized” and indicating that the galvanized corner bars are only for exterior columns.

SK-S-023 COLUMN SCHEDULE & DETAILS (S-603)

Revised “PC-2 ELEVATION” on Detail B3 by changing column corner bars from “epoxy-coated” to “galvanized” and indicating that the galvanized corner bars are only for exterior columns.

SK-S-024 COLUMN SCHEDULE & DETAILS (S-603)

Revised “PC-3 & PC-4 ELEVATION” on Detail B3 by changing column corner bars from “epoxy-coated” to “galvanized” and indicating that the galvanized corner bars are only for exterior columns.

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

Revised/Clarified 2 shelf / 2 rod and 1 shelf / 1 rod locations in Master Walk-in-closet

SK-A-103B FLOOR PLAN – UNIT TYPE 2 (A-103B)

Revised/Clarified 2 shelf / 2 rod and 1 shelf / 1 rod locations in Master Walk-in-closet

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

Revised/Clarified 2 shelf / 2 rod and 1 shelf / 1 rod locations in Master Walk-in-closet

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

Revised/Clarified 2 shelf / 2 rod and 1 shelf / 1 rod locations in Master Walk-in-closet

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

Revised/Clarified 2 shelf / 2 rod and 1 shelf / 1 rod locations in Master Walk-in-closet

SK-A-103E FLOOR PLAN – UNIT TYPE 5 (A-103E)

Revised/Clarified 2 shelf / 2 rod and 1 shelf / 1 rod locations in Master Walk-in-closet

SK-A-103F FLOOR PLAN – UNIT TYPE 6 (A-103F)

Revised/Clarified 2 shelf / 2 rod and 1 shelf / 1 rod locations in Master Walk-in-closet Replaced exterior closet door tag “116” with “115”

SK-A-103H FLOOR PLAN – UNIT TYPE 7 (A-103H)

Revised/Clarified 2 shelf / 2 rod and 1 shelf / 1 rod locations in Master Walk-in-closet

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

Revised Room Finish Remark #10

SK-A-711A WINDOW DETAILS (A-711)

Added detail B5 PRECAST SILL DETAIL

SK-A-711B WINDOW DETAILS (A-711)

Added “PAINTED” to details C2 and D1

SK-A-742 MISCELLANEOUS DETAILS (A-742)

Added detail C2 LAUNDRY CABINET DETAIL

1.2 CONTRACT DRAWINGS

Changes as directed below shall be made to the respective drawings. Drawings incorporating the directed changes are not issued with this amendment.

On NAVFAC Dwg. No. 17227423 (GI-111) Building/Unit Quantity Matrix:

BLDG TYPE D replace quantity of “2” to “1”; BLDG TYPE D(R) replace “1” with “2”

On NAVFAC Dwg. No. 17227736 (A-100):

Building/Unit Quantity Matrix:

BLDG TYPE D replace quantity of “2” to “1”; BLDG TYPE D(R) replace “1” with “2” Building Color Scheme Schedule:

BLDG NUMBER H1250 replace “D” with “D(R)”

On NAVFAC Dwg. No. 17227793 (A-103F) BID ADD 4 Detail:

Replace window tag “12” with “7” and window tag “4” with “12”

On NAVFAC Dwg. No. 17227677 (LP403) Fit Center Enlargement Plans Delete sheet

On NAVFAC Dwg. No. 17227678 (LP404) Fit Center Footing and Layout Plans Delete sheet

SPECIFICATIONS

Section 03 41 33 Precast Structural Pretensioned Concrete Para 3.12.6 Inspection of Welding

Add the following paragraph:

“In addition to visual inspections required by AWS D1.1/D1.1M, perform nondestructive testing by dye penetrate or magnetic-particle methods for fillet welds made in the field with size larger than 5/16 inch. The minimum extent of the nondestructive testing is a random 10 percent of welds for each welder performing the work. Submit all records of nondestructive testing.”

Section 07 22 10 Sprayed-Applied Polyurethane Insulation Para 2.1 SPRAY POLYURETHANE FOAM

Within the first sentence replace “ICYNENE LD-C-50” with “Closed cell spray applied polyurethane foam insulation and air barrier”

Section 07 24 00 – Exterior Finish Systems Para 3.3.1 Base Coat and Reinforcing Mesh

Add the following paragraph “Install reinforcing fabric in accordance with manufacturer's instructions. Mix base coat in accordance with the manufacturer's instructions and apply to wall surfaces to the thickness specified by the system manufacturer and provide any other reinforcement recommended by EFS manufacturer. Trowel the reinforcing fabric mesh into the wet base coat material. Fully embed the mesh in the base coat. When properly worked-in, the pattern of the reinforcing fabric mesh shall not be visible. Provide diagonal reinforcement at opening corners. Back-wrap or edge wrap all terminations of the EFS. Overlap the reinforcing fabric mesh a minimum of

2.5 inches on previously installed mesh, or butted, in accordance with the manufacturer’s instructions.”

Para 3.3.1.1 Class PB Systems

Delete in its entirety

Section 07 56 00 Fluid-Applied Roofing System Para 2.1.1 Fluid-Applied Roofing System:

Within the first sentence replace “Lexis Energy Max Silicone Elastomeric Coating or approved equal” with “Silicone Elastomeric coating system (color as indicated in the drawings)”

Section 08 51 13 Aluminum Windows Para 1.1 References

Delete ASTM E1300 and ASTM F2248

Para 2.2.6 Mullions and Transom Bars

Delete the first sentence in its entirety.

Section 10 28 13 Toilet Accessories Para 2.2.4 Mirror, Metal (MM)

Replace the first paragraph with “Not applicable.”

Para 2.2.6 Soap Holder (SH)

Replace the first paragraph with “Not applicable.”

Para 2.2.8 Towel Pin (TP)

Replace the first paragraph with “Not applicable.”

Section 12 21 00 Window Blinds Para 2.1.6.5 Controls:

Replace the paragraph in its entirety with the below:

“Provide transparent tilting and traversing control wands that hang at the side of the blinds and reach within 5 feet (4 feet at ADA units) of the floor. The tilt/traverse control shall tilt all vanes simultaneously to any desired angle and hold them at that angle. Provide louvers that traverse one way coordinated with door opening. Anchor the wand to a lead carrier linked to all adjacent carriers. Provide louvers that tilt by turning the wand and traverse along the headrail by using the wand as a control. Sliding glass doors shall have a one way draw with stack back occurring opposite door openings.”

Section 22 00 00 – Plumbing General Purpose Para 2.5.2 Countertop Lavatories

Delete the first two sentences in its entirety. Replace with “Lavatory countertop shall be solid surface with integral bowl.”

Section 33 11 00 Water Utility Distribution and Piping

2.1.2 Water Service Lines

Delete “provide water service lines of PVC, or ductile iron pipe” and replace with “Provide water service lines of copper tubing.”

Delete paragraph 2.2.2.2 PVC Piping for Service Lines and its subparagraphs in its entirety.

Add the following:

“2.2.4 Copper Tubing

2.2.4.1 Copper Tubing and Associated Fittings

Tubing, ASTM B88, Type K. Fittings for solder-type joint, ASME B16.18 or ASME B16.22; fittings for compression-type joint, ASME B16.26, flared tube type.”

Delete paragraph 3.2.2.3 Installation of Plastic Piping and its subparagraphs in its entirety.

Add the following:

“3.2.2.3 Installation of Metallic Piping for Service Lines

3.2.2.3.1 Joints for Copper Tubing

Cut copper tubing with square ends; remove fins and burrs. Replace dented, gouged, or otherwise damaged tubing with undamaged tubing. Make solder joints using ASTM B32, 95-5 tin-antimony or Grade Sn96 solder. Solder and flux are not to contain more than 0.2 percent lead. Before making joint, clean ends of tubing and inside of fitting or coupling with wire brush or abrasive. Apply a rosin flux to the tubing end and on recess inside of fitting or coupling. Insert tubing end into fitting or coupling for the full depth of the recess and solder. For compression joints on flared tubing, insert tubing through the coupling nut and flare tubing.

3.2.2.3.2 Flanged Joints

Make flanged joints up tight, avoid undue strain on flanges, valves, fittings, and accessories.”

Added Page 1 of Section 31 05 19 Geotextile