W912DS-20-B-0010 Amendment 00003.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

The purpose of this amendment is to:

1. Answ er questions to prospective bidders for informational purposes only 2.Revise and re-issue section 01 30 00

3. Include additional insurance language NOTE: Bidders must acknow ledge receipt of this amendment by the date specified in the proposal (or as amended) by one of the follow ing methods: in the space provided on SF1442, by separate letter, or by signing block 15 below . FAILURE TO ACKNOWLEDGE AMENDMENTS BY THE DATE AND TIME SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER IN ACCORDANCE WITH THE SUBMISSION, MODIFICATION, REVISION, AND WITHDRAWAL OF BIDS (FAR 14.304).

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 W912DS20B0010

X 9B. DATED (SEE ITEM 11)

29-May-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.

U0003

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

6. ISSUED BY

3. EFFECTIVE DATE

29-Jun-2020

CODE

US ARMY CORPS OF ENGINEERS, NEW YORK

26 FEDERAL PLAZA, RM 16-300

NEW YORK NY 10278-0090

W912DS 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DS20B0010

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 00003

Questions and Answers:

The following questions and answers are provided for information only. Nothing contained below amends or revises any provision of the solicitation.

This is for bidder’s reference only, and is not to be considered as a part of the Contract Documents.

Contract award will be based on what is contained in the printed Plans and Specifications in a hard copy format or Electronic Bid Set if provided and as posted in Beta.Sam.

Q1. Specification SECTION 061000 - ROUGH CARPENTRY paragraph 2.01.A.1 calls for "Species: Douglas Fir-Larch, unless otherwise indicated." and paragraph 2.05.A.2 & 2.05.C calls for "Preservative Treatment". Architectural drawing A-102 note 2 states "ALL LUMBER ON PROJECT SHALL BE ACQ TREATED, INCLUDING WALL AND ROOF FRAMING." Preservative pressure treated (PT) Douglas Fir-Larch is a Pacific coast commodity. To bring in PT Douglas Fir-Larch from the west coast would be at a great expense to the gov't.

Please consider and advise if the substitution of PT Southern Yellow Pine (SYP) for framing lumber is acceptable?

A1. The wall and roof framing do not have to be treated and can be Douglas Fir-Larch common to the NY area. All sill plates and ledgers in contact with concrete or soil must be ACQ treated. SYP is acceptable for these locations.

Q2. Specification SECTION 316615 - HELICAL FOUNDATIONS PILES paragraphs 1.07, 1.08, & 2.02 call for the helical piles to be a contractor delegated design. In order to properly price the delegated design of the helical piles please provide a copy of the project subsurface geotechnical data (boring log(s), geophysical log(s), geotechnical report, sieve analysis, etc.) and the project geotechnical report prepared by J.R. Holzmacher PE LLC dated May 25th, 2017 as referenced in the project documents .

A2. Document added in amendment #1

Q3. We propose to use a schedule 40 (50 KSI), 8” Drivecast instead of Schedule 80 as shown on Sheet S-102 because the manufacturer does not manufacture schedule 80 shaft. Is this acceptable?

A3. The shaft information shown in the Helical Screw Schedule is for estimating purposes only (See Note 6 on S- 102). The final design of the shaft diameter and thickness shall be determined based on the requirements of the Helical Screw Anchor Notes on S-101 and the book specs.

Q4. Where are we supposed to use detail 5/C-202.

A4. Refer to sheet Sheet C - 104 at the corner of Bayberry Walk and Bayview Walk

Q5. Where do the bollards go? There is a detail but no mention of them on the plan.

A5. Please refer Sheet C - 102. there are a total of (4) bollards. One at the base of the stair case and three in front of the Pump Room Garage Doors. they are represented as black circles with square footings.

W912DS20B0010

Q6. There is no label for the concrete beam under the staircase columns?

A6. A revised drawing is provided. The two beams under the stair on sheet S-102 shall be designated as “BM5” and shall have the following design:

•Width, W: 24”

•Depth, D: 12”

•Bottom Bars: 4-#6

•Top Bars: 4-#6

•Stirrups #4 @ 12” o/c closed

Q7. Piles

We propose to use a schedule 40 (50 KSI), 8” Drivecast instead of Schedule 80 as shown on Sheet S-102 because the manufacturer does not manufacture schedule 80 shaft. Is this acceptable?

A7. The shaft information shown in the Helical Screw Schedule is for estimating purposes only (See Note 6 on S- 102). The final design of the shaft diameter and thickness shall be determined based on the requirements of the Helical Screw Anchor Notes on S-101 and the book specs.

(End of Summary of Changes)