Amendment_W912WJ-17-B-0016-0002.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

This amendment is necessary to post a change in the Bid Schedule, post responses to Request for Information questions and to publish the pre-bid site visit sign in sheet.

Change in POC: Elizabeth Glasgow , Contract Specialist. elizabeth.k.glasgow @usace.army.mil

All other aspects remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

1 4

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

16C. DATE SIGNED

BY 24-Aug-2017

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 W912WJ-17-B-0016

X 9B. DATED (SEE ITEM 11)

08-Aug-2017

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

24-Aug-2017

CODE

U S ARMY ENGR DISTRICT, NEW ENGLAND

696 VIRGINIA RD

CONCORD MA 01742-2751

W912WJ 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912WJ-17-B-0016

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

The following have been added by full text:

PRE-BID SITE VISIT ATTENDEES

Pre Bid Opening Site Visit Attendees for W912WJ-17-B-0016 Concrete Repairs at Herring Run Recreation Center, Cape Cod Canal, Bourne MA

John McNulty ACK Marine & General Construction Taylor Lofgren D’Allessandro Corp Bruce Hebbel Fusiform, Inc.

Fred Kracke Fusiform, Inc.

John Chuckran Atlantic Concrete Construction Bob Fay Clover Paving Ketal Patel Vedant Construction Nimesh Pateh Vedant Construction Richard Concannon Concannon Fence Company

Request For Information

RFI – W912WJ-17-B-0016 HERRING RUN: PRE-BID OPENING SITE VISIT – 22 Aug 2017

Question 1.

How low can the Town of Bourne drop the water/flow?

Answer: The Town of Bourne can lower the water level in the sluiceway to such that the water depth would be 8 inches or less. This depth is also affected by weather events.

Question 2.

Are permits for CONSCOM required?

Answer: The Government is responsible for all CONSCOM permits.

Question 3.

Is the outlet wall in the work are to be considered a confined space? Will a confined space permit be required?

Answer: As defined in EM 385-1-1, the US Army Corps of Engineers’ Safety and Health Requirements Manual, the outlet works conduit would be considered a Non Permit-Required Confined Space. Contractors should be aware that the bottom of this conduit consists of flat, smooth, although abraded, concrete with wooden baffles that can be removed, or stepped over.

Question 4.

Regarding erosion control: Is there any requirements for a turbidity curtain at the outfall?

Answer: No, there is no requirement for a turbidity curtain at the outfall.

Question 5.

Will contractor be responsible for clearing of vegetation and grubbing or only in the affected areas?

Answer: As per Specs, section 01 11 00 Summary of Work, Paragraph 1.1 Work Covered by Contract Documents, “the specific work required by this contract includes removing vegetation from all vertical faces within the limits of the work area as required to perform work…” Contractor is not required to remove vegetation if this vegetation does not impede work components. Contractors should be aware that poison ivy is in the vicinity of the structure.

Question 6. Is the Bid Schedule contained within the Solicitation the correct version?

Answer: No. The correct bid schedule is contained within the “Specifications” file, as well as replicated below.

The Bid Schedule contained within the Solicitation document is NOT the correct version.

SECTION 00100 - BIDDING SCHEDULE/INSTRUCTIONS TO BIDDERS

Herring Run Concrete Repairs Solicitation W912WJ-17-B-0016

BIDDING SCHEDULE

Refer to Section 01 22 00 MEASUREMENT AND PAYMENT.

Item No.

Description

Estimated Quantity

Unit Unit Price

Estimated Amount

Base Bid Items

0001 Concrete Repairs (2" to 6") 110 SF $ $

0002 Concrete Joint Repair 240 LF $ $

0003 Chain Link Fence w/gate 1 Job Job $

0004 Flume Walls 1 Job Job $

0005 Outlet Wall 1 Job Job $

0006 Concrete Overlay 3 CD $ $

0007 Stainless Steel Baffle Channels and Wood Baffles

Job

008 Riprap 34 Ton $ $

TOTAL ESTIMATED AMOUNT $

Note 1: "SF" = Square Foot, "LF" = Linear Foot, "CD" = Cubic Yard

Note 2: Bidders must bid all items. The work will be awarded as a whole to one bidder. Offers will be evaluated and the low bidder determined by the Total Estimated Amount for Line Items 0001 through 0008.

Note 3: All work shall be completed within the time period specified in Section 00 80 00 SPECIAL CONTRACT REQUIREMENTS, Subpart

COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK (APR 1984) FAR 52.211-

10.

Note 4: In the event there is a difference between a unit price and the extended total, the unit price will be held to be the intended bid. If the bidder shows only the total price but fails to enter a unit price, the total divided by the estimated quantity will be held to be the intended unit price.

(End of Summary of Changes)