N4019220R1300_Amendment 0007_07AUG2020.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

FY21 SPECIAL PROJECT RM 14-1420, Repair Lima Wharf, Naval Base Guam

See Continuation Page.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 07-Aug-2020

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 N4019220R1300

X 9B. DATED (SEE ITEM 11)

16-Jun-2020

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

07-Aug-2020

CODE

COMMANDING OFFICER - NAVFAC MARIANAS

MAR MCON

PSC 455, BOX 195

FPO AP 96540-2937

N40192 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

N4019220R1300

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been added by full text:

AMENDMENT 0007

A. In accordance with FAR 52.252-3 Alterations in Solicitation (APR 1984), portions of this solicitation are altered as follows:

1. Revise RFP Part A, Standard Form (SF) 1442 Section 00 22 16 Supplementary Instructions to Proposers (Evaluation Factors for Award), Factor 1 Experience Paragraph (a), Item (i), to read as follows:

“Submit a minimum of one (1) and a maximum of five (5) construction projects that best demonstrate the Offeror's experience on relevant projects that are similar in size, scope, and complexity to the RFP. For purposes of this evaluation, a relevant project is further defined as complete structural replacement of a wharf face or new construction of a pier or wharf face with total construction costs of at least $40 $30 million.”

2. Incorporate revisions to NAVFAC Specifications & Drawings WON 1383711 as directed in the detailed Summary of Changes provided herein in Enclosure (1).

3. SPECIFICATIONS: Revised specification section 08 71 00 – DOOR HARDWARE incorporating the directed changes is issued as part of this amendment and provided herein in Enclosure (1).

4. DRAWINGS: The following drawings incorporating the directed changes are issued as part of this amendment and provided in Enclosure (1).

CIVIL: CD109, C-108, C-109, CG102, CG103, CG104, CG105, CG106, CG108, CG109, CU109, CU110, CU120, CU129, CU503, CU505

WHARF STRUCTURAL: S-101

BOWTS STRUCTURAL: SB101, SB102, SB506

ELECTRICAL: ES101, ES113

TELECOM: TS101

B. Notice 7 is provided in response to requests for information and is provided herein as Enclosure (2). Notice 7 is provided for INFORMATION ONLY. The solicitation remains unchanged unless it is amended in writing.

C. The date for receipt of proposals remains unchanged at August 31, 2020 at 4:30pm local time.

D. Offerors shall acknowledge this amendment in Block 19 of the Standard Form 1442 with their proposals.

(Summary of Changes)

FY21 Special Project RM 14-1420 Repair Lima Wharf Naval Base Guam

AMENDMENT DATED 05 AUG 2020

AMENDMENT No. 0007

SPECIFICATIONS

Changes as directed below shall be made to the respective specification sections. Specifications incorporating the directed changes are issued as part of this amendment.

SECTION 08 71 00 – DOOR HARDWARE

Remove Replace with

Pages 11-12, Amendment dated 22 JUL 2020 Pages 11-12, Amendment dated 05 AUG 2020

Paragraph 3.4 HARDWARE SETS

Replace with new door hardware schedule.

DRAWINGS

Changes as directed below shall be made to the respective drawings. Drawings incorporating the directed changes are issued as part of this amendment.

DRAWING

NUMBER

NAVFAC

DWG.

NUMBER

CHANGE

NO.

TITLE/DIRECTED CHANGES

CD109 17238285 (1)

BOWTS SITE DEMOLITION PLAN – 1

Revised demolition limits

C-108 17238295 (1)

BOWTS SITE PLAN – 1

Revised asphalt pavement restoration locations Revised BOWT structure orientation to be perpendicular with Lima Wharf

C-109 17238296 (1)

BOWTS SITE PLAN – 2

Revised BOWT structure orientation to be perpendicular with Lima Wharf

CG102 17238298 (2)

SITE GRADING AND DRAINAGE PLAN - 2

Revised storm drain manhole off-set

CG103 17238299 (2)

SITE GRADING AND DRAINAGE PLAN - 3

Revised storm drain manhole off-set

CG104 17238300 (1)

SITE GRADING AND DRAINAGE PLAN - 4

Revised storm drain manhole off-set

CG105 17238301 (1)

SITE GRADING AND DRAINAGE PLAN - 5

Revised storm drain manhole off-set

CG106 17238302 (1)

SITE GRADING AND DRAINAGE PLAN - 6

Revised storm drain manhole off-set

CG108 17238304 (1)

BOWTS SITE GRADING AND DRAINAGE PLAN - 1

Revised BOWT structure orientation to be perpendicular with Lima Wharf and grading

CG109 17238305 (1)

BOWTS SITE GRADING AND DRAINAGE PLAN - 2

Revised BOWT structure orientation to be perpendicular with Lima Wharf and grading

CU109 17238314 (1)

BOWTS SITE UTILITY PLAN – 1

Revised BOWT structure orientation to be perpendicular with Lima Wharf and utility layout

AMENDMENT DATED 05 AUG 2020

AMENDMENT No. 0007

CU110 17238315 (1)

BOWTS SITE UTILITY PLAN – 2

Revised BOWT structure orientation to be perpendicular with Lima Wharf and utility layout

CU120 17238316 (1)

GENERAL WHARF UTILITY PLAN

Revised BOWT structure orientation to be perpendicular with Lima Wharf and BOW line alignment

CU129 17238325

(1)

(2)

WHARF UTILITY PLAN - 9

Revised BOWT structure orientation to be perpendicular with Lima Wharf and BOW line alignment Shift matchline

CU503 17238340 (1)

MISCELLANEOUS DETAILS – 4

Revise soil material specification callout

CU505 17238342 (2)

MISCELLANEOUS DETAILS – 6

Revised dimensions for manhole

S-101 17238379 (1)

GENERAL PLAN

Revised to show updated rotation of BOWT structure

SB101 17238450 (1)

BILGE OILY WASTE TREATMENT FOUNDATION

PLAN

Revised electrical room dimension to match architectural drawings

SB102 17238451 (1)

BILGE OILY WASTE TREATMENT STRUCTURAL

PLAN

Revised electrical room dimension to match architectural drawings

SB506 17238460 (1)

BOWT DETAILS - 6

Revised electrical room dimension to match architectural drawings

ES101 17238512 (2)

ELECTRICAL SITE PLAN - 1

Revised to show updated alignment of BOW line

ES113 17238524 (1)

ELECTRICAL SITE PLAN - BOWTS

Revised to show updated rotation of BOWT structure

TS101 17238558 (2)

TELECOM SITE PLAN - 1

Revised to show updated alignment of BOW line

1383711

AMENDMENT 05 AUG 2020

SPECIFICATION REPLACEMENT SHEETS

SECTION 08 71 00 – DOOR HARDWARE

FY21 SPECIAL PROJECT RM 14-1420 REPAIR LIMA WHARF WON 1383711

Provide hardware for aluminum doors under this section. Deliver Hardware templates and hardware, except field applied hardware, to the aluminum door and frame manufacturer for use in fabricating doors and frames.

QTY DESCRIPTION CATALOG NO. FINISH MFR

SUBSTATION - 100A

2 EA CONT HINGE A31021G DARK BRONZE

ANODIZED

1 EA MORTISE LOCK W/DEADBOLT Function F86- GRADE

1 STORE ROOM

US32D

1 EA 1C CORE Function 24 (blank) 7 pin

US26D

1 EA SELF LATCHING EXTENSION

FLUSH BOLT

TYPE 27 US26D

1 SET WEATHER STRIPPING ROY155 BLK

1 EA ASTRAGAL ROY635 US32D

2 EA DOOR BOTTOM ELL

INTERLOCKING

Anodized Bronze

2 EA RAIN DRIP ROY936 Anodized Bronze

1 EA INTERLOCKING THRESHOLD J34170 Anodized Bronze

100B, 100C, 104B

1 EA CONT HINGE A31021G DARK BRONZE

ANODIZED

1 EA EXIT DEVICE Type 1, 98L-06-F-3' US 32D

1 EA MORTISE LOCK Function F11, GRADE

1 EXIT LOCK

US32D

1 EA 1C CORE Function 24 (blank) 7 pin

US26D

1 SET WEATHER STRIPPING ROY155 BLK

3 EA INTERLOCKING THRESHOLD J34170 Anodized Bronze

1 EA DOOR BOTTOM ELL

INTERLOCKING

Anodized Bronze

1 EA RAIN DRIP ROY936 Anodized Bronze

1 EA CONT HINGE A31021G DARK BRONZE

ANODIZED

1 EA CYLINDER LOCK Function F86, GRADE

1 ENTRY

US32D

SECTION 08 71 00 Page 11

FY21 SPECIAL PROJECT RM 14-1420 REPAIR LIMA WHARF WON 1383711

1 EA 1C CORE Function 24 (blank) 7 pin

US26D

3 EA DOOR SILENCER L03011 GRAY

104A

3 EA BUTT HINGES A5121 4.5 X 4.5 US32D

1 EA EXIT DEVICE Type 1, 98L-06-F-3' US32D

1 EA MORTISE LOCK Function F11, GRADE

1 EXIT LOCK

US32D

1 EA 1C CORE Function 24 (blank) 7 pin

US26D

3 EA DOOR SILENCER L03011 GRAY

1 EA CONT HINGE A31021G DARK BRONZE

ANODIZED

1 EA MORTISE LOCK W/DEADBOLT Function F82, GRADE

1 ENTRY

US32D

1 EA 1C CORE Function 24 (blank) 7 pin

US26D

1 SET WEATHER STRIPPING ROY155 BLK

1 EA DOOR BOTTOM ELL

INTERLOCKING

Anodized Bronze

1 EA RAIN DRIP ROY936 Anodized Bronze

1 EA INTERLOCKING THRESHOLD J34170 Anodized Bronze

6 EA BUTT HINGES A5121 4.5 X 4.5 US32D

1 EA CYLINDER LOCK Function F86, GRADE

1 STORE ROOM

US32D

1 EA 1C CORE Function 24 (blank) 7 pin

US26D

1 EA SELF LATCHING EXTENSION

FLUSH BOLT

TYPE 27 US26D

6 EA DOOR SILENCER L03011 GRAY

--- Nothing Follows ---

-- End of Section --

SECTION 08 71 00 Page 12

DRAWING REPLACEMENT SHEETS

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GENERAL WHARF UTILITY PLAN

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MATCH LINE - SEE ABOVE LEFT

MATCH LINE - SEE BELOW RIGHT

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SB101

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TYPICAL LAP SPLICES

STAGGERED SPLICING

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A3BOWT ENCLOSURE CMU WALL SECTION

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NOTES:

LAP SPLICE / DEVELOPMENT LENGTH SCHEDULE

BAR SIZE D

DEVELOPMENT LENGTH OR

LAP SPLICE LENGTH

HOOK DEVELOPMENT LENGTH HOOK LENGTH

A5CMU - LAP SPLICE - DEVELOPMENT LENGTH DETAILS

DEPARTMENT OF THE NAVY

NAVAL FACILITIES ENGINEERING COMMAND MARIANAS

PSC 455, BOX 195

FPO AP 96540-2937

N4019220R1300 Notice 7

07 August 2020

NOTICE 7

REQUESTS FOR INFORMATION AND RESPONSES

SOLICITATION N4019220R1300 FY21 SPECIAL PROJECT RM 14-1420

REPAIR LIMA WHARF, NAVAL BASE GUAM

QUESTION (Q) 96: BOWTS Plant Electrical Room – Reference RFP Part C, Drawing Nos. A-402 (BOWTS Electrical Building - Plans, Elevations & Sections), SB102 (Bilge Oily Waste Treatment Structural Plan), and SB506 (BOWTS Details - 6):

The length dimension given on A-402 is indicated as 11'-0" inside CMU dimension and 12'-4" outside CMU dimension, while the SB Sheets 102 & 506 show the building length one foot shorter at 10'-0" inside dimension. Which do we follow?

Answer (A) 96 (REVISED): Use dimensions from A-402. SB Sheets are revised. Refer to RFP Amendment 0007.

Q110: Door Hardware – Reference RFP Amendment 0003, Specification Replacement Sheets, Section 08 71 00 Door Hardware:

Under the Section 08 71 00 - Door Hardware: The description for Doors 100B, 100C, 104A and 104B indicates they all have exit devices and mortise lockset w/ deadbolts. By the appropriate fire code, doors are not allowed to have a secondary locking system with an exit device because this is considered a fire hazard and is unsafe.

Please confirm if these are the correct door hardware for doors 100B, 100C, 104A and 104B to use for the bidding preparation.

A110 (REVISED): Door hardware set for 100B, 100C, 104A & 104B shall be as follows:

- Description: Change “Mortise Lock w/ deadlock” to “ Mortise Lock”

- Catalog No.: Change “ Function F82, Grade 1 Entry” to “Function F11, Grade 1 Exit Lock”

Specification is revised. Refer to RFP Amendment 0007.

Q114: Additional Pre-drilling for King Piles – Reference RFI Notice 4 Response to Question 63:

Please advise what the criteria is for determining when pre-drilling is required.

A114: Deferred

Q115: King Piles Specification:

(a) Please clarify if the King piles shall conform to section 31 41 16 or section 31 62 16.16. If neither, please provide the relevant section.

(b) Please confirm that King Piles are per ASTM A572 GR 60 per Sheet S-002 note E.

A115: Deferred

Q116: H-Piles – Reference RFP Part B, Specification Section 31 62 16.16 Steel H-Piles and Pipe Piles and Drawing No. S-002 (Structural Notes - 2):

Section 31 62 16.16 shows H-piles to conform to ASTM A572 GR50 while drawing sheet S-002 note E shows ASTM A992 GR 50. Please clarify.

A116: Deferred

Q117: Dredging – Reference RFP Part B, Specification Section 01 57 19.01 20 Supplemental Temporary Environmental Controls Lima Mike November Wharves Apra Harbor, Naval Base Guam, Water Areas Explosives Safety Submission (ESS), Paragraph 3.5.3 Mechanical Screening Operations in the Screening Area:

(a) Can the dredged confined disposal facility shown on drawing G-101 be used as the screening area for the less than 3” dredge material?

(b) Are there any restrictions for transporting the less than 3” dredge material during normal working hours?

A117: Deferred

Q118: Dredging:

For utility manholes that are pre-cast, please clarify the type of rebar that is required. Should the rebar be plain or epoxy coated, and what type of epoxy is required?

A118: Deferred

Q119: Compensation for Down Time – Reference RFP Part B, Specification Section 01 57 19.02 Supplemental Temporary Environmental Controls, Paragraph 3.1.3 Marine Resources Monitoring for In- Water Construction Activities:

Please clarify if and how the contractor will be compensated for any down time incurred should sea turtles be or other protected marine wildlife be encountered within the safety zones during in water construction activities.

A119: Deferred

Q120: Relevant Construction Experience Magnitude – Reference RFI Notice 6 Response to Question 94:

Government’s RFI Notice 6 answer in response to Question 94 states that the $40 million threshold remains unchanged. The large-scale wharf construction as well as harbor dredging experience can be showcased in $30 million projects, which did not necessarily include ancillary work not related to this scope. Currently, the $40 million threshold is preventing experienced and qualified contractors from participating in this contest. If the Government’s goal is to obtain the best overall value to the Government in terms of price and quality wharf construction, will the Government consider extending the referenced requirement for relevant construction experience from $40 million to $30 million to allow bid participation by all qualified contractors, increasing the number of competitive bid offers and ensuring full and open competition in compliance with 41 U.S.C. Section 253(a)(1)(A)?

A120: Dollar threshold for relevant construction experience is changed from “at least $40 million” to “at least $30 million”. Refer to RFP Amendment 0007.

Q121: Stone Columns – Reference RFP Part B, Specification Section 31 62 00 Stone Columns:

(a) Will the Government accept a measurement volume of stone as a means to calculate area replacement ratio directly rather than using weight which has to be converted to volume using an assumed on-site density?

(b) If the data acquisition system malfunctions, can the Contractor continue to install stone columns for a reasonable time until the data acquisition system is repaired?

A121: Deferred

N4019220R1300_Amendment 0007_Encl (2)_RFI Notice 7