W911KB-16-R-0015_AM_6.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

PROJECT TITLE/LOCATION: River Revetment Phase III, Unalakleet, Alaska

Proposals shall be submitted in accordance w ith Section 00 21 00, Paragraph 1.10 Proposal Submittals. This Amendment provides changes to the solicitation as indicated on page 2 of this document.

PROPOSAL DUE DATE remains 19 August 2016, 2:00 PM Alaska Time.

YOU ARE REQUIRED TO ACKNOWLEDGERECEIPT OF THIS AMENDMENT ONTHE REVERSESIDEOF THE SF1442.

1. CONTRACT ID CODE PAGE OF PAGES

1 2

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

16C. DATE SIGNED

BY 16-Aug-2016

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 W911KB-16-R-0015

X 9B. DATED (SEE ITEM 11)

06-Jul-2016

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

16-Aug-2016

CODE

U.S. ARMY ENGINEER DISTRICT, AK

CEPOA-CT (W911KB)

PO BOX 6898

JBER AK 99506-0898

W911KB 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W911KB-16-R-0015

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 MODIFICATION CONTINUATION PAGE

The following have been added by full text:

SUMMARY OF CHANGES

AMENDMENT #0006

The following drawings are substituted for the superseded drawings:

S-503 Fender Pile Details I

The following revised documents are substituted for the superseded documents.

The identifier “AM#06” appears before and after new and/or revised material and replacement pages are provided, except as noted:

NONE

The following documents/drawings are deleted:

NONE

The following documents are added:

NONE

The following revisions are incorporated:

Updated Bidder Inquiry Report attached

(End of Summary of Changes)

UNCLASSIFIED\\FOR OFFICIAL USE ONLY

Bid Inquiry Contractor Report All Inquiries

Project: Unalakleet Revetment Phase III Sheet Pile Review: Unalakleet Revetment Ph III Bidder Inquiry (00001) (sorted by CommentID ) Displaying 15 inquiries.

Id Discipline Sheet Detail Spec 6608656 Civil 2.1, Section 31 00 00 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Quality tests for quarry rock, subbase, and surface coarse are listed in 2.1.3, 2.1.4, and 2.1.5.

3.1 states "Obtain borrow material from local sources".

1. What is considered local, only Unalakleet, or a certain radius from Unalakleet?

2. Are there approved source(s) that the testing is not required, or what happens if no local source meets the quality tests?

On: Jul 21 2016.

Government Response. . 1. Please see AM#2 posted to www.fbo.gov on 26 July 2016.

2. All sources shall be tested per the specification requirements On: Jul 26 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6608738 Civil 00 22 11 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

If a Contractor completes the pricing on the Proposal Schedule per the bid documents, would price deductions for alternate means and methods be considered? If so, where in the proposal should we list the deductions and the explanations for the deductions?

On: Jul 21 2016.

Government Response. . Proposals shall meet all RFP requirements. After award, the Contractor is encouraged to propose value engineering changes, however the Government has no obligation to accept any such changes. On: Jul 26 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6610734 Structural S-201 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Please confirm the sheet pile and pipe pile are to be uncoated (no paint or galvanizing).

On: Jul 24 2016.

Government Response. . Yes, sheet piles and pipe piles are to be uncoated. On: Jul 26 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6614147 Structural S-501,502,503 05 50 15 2.2.1 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Further on the coatings issue, the ladder is galvanized according to 2.2.1. Are anything else to be galvanized, such as the bollards, bull rail, or fender top plate?

On: Jul 27 2016.

Government Response. . No, the ladders are the only galvanized items. On: Jul 30 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

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8/16/2016https://www.projnet.org/projnet/binKornHome/index.cfm?strKornCob=BicPublicReportAl...

6616133 Structural S102 Modified Diaphragm Quantities Table

Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Note * 1. states:

ALL SHEET PILE AND ASSOCIATED Y-PILE AND SWC LENGTHS ARE 31 FT.

This appears to the be the length form tip to final grade. Is the Contractor to allow additional length to allow for fresh heading and settlement after backfilling? Normally a supply length would be specified of say 35' supply length.

On: Jul 28 2016.

Government Response. . The supply length is 31 feet, reference Note 1 in the quantity table for each of sheets S-101 through S-103. See: S-201 for as-driven top elevation in sections without bull rail; S-301 for tail wall as-driven and cut off (cut off applies only to first sheet from Y-pile) elevations; F/S-501 for typical face sheet as-driven and cut off elevations; and B/S-504 for face sheet as-driven and cut off elevations at ladders. Also see Section 31 41 16, paragraph 3.2.2.2 Driving, subparagraph e., which states in part "A tolerance of 3 inches below the indicated top elevation will be permitted if pile settlement exceeds the 6 inch amount indicated." On: Jul 30 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6616142 Specifications 31 00 00 Earthwork 3.4 Backfilling, Filling and Compaction

Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Is compaction testing required during fill backfilling?

On: Jul 28 2016.

Government Response. . No, however see Section 31 00 00 for backfilling, filling and compaction requirements. On: Jul 30 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6616145 Structural S-504 D - Closure Pile Plan Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Are closure piles to be galvanized, coated or bare?

On: Jul 28 2016.

Government Response. . Bare. On: Jul 30 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6616146 Structural S-301 A - Typical Cell Section Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Drawing S-301 show anodes below Elev. 0. Can the Anodes be welded to the sheets before Driving so that the welding shown on S-504, Detail C can occur in the dry for good quality control and not after sheets are driven?

On: Jul 28 2016.

Government Response. . Yes, this also applies to the welding of the pipe stub, eccentric reducer, and steel flange to the face sheet for the Fish Processor Outfall Line as shown on sheet C-302. On: Jul 30 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6616161 Specifications W(11KB-16-R-0015 RFP 1442-101 (page 3 of the document)

Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

We request a one (1) week extension on the submission date of August 5.

On: Jul 28 2016.

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Government Response. . As there have been no major revisions to the specifications, the Project Manager has declined to extend the submission date. On: Jul 30 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6616165 Civil C-302 A - Fish Processor Outfall Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Which bid item is this work to be included?

On: Jul 28 2016.

Government Response. . Amendment #3 to be released 1 August 2016 will include revision to Specification Section 01 22 00.00 10:

"1.1.3.1 Payment

Payment will be made for costs associated with operations necessary for construction of the:

modified diaphragm face sheets, tail walls, termination piles and all associated sheet pile work;

AM#3... aluminum anodes; and fish processor outfall ...AM#3. Contract drawings reflect Optional Item 0007: Option 1 (see below). Without award of Optional Item 0007: Option 1, drive and cut all face sheets as shown and ease all edges and corners at top of sheets." On: Aug 01 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6631566 Contracting Amendment 0005 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Amendment 0005 relieves the Contractor of the requirement to indemnify the Government for any possible infringement upon the patent regarding the design of the modified diaphragm sheet pile bulkhead and its associated components.

Will the Government indemnify the Contractor or reimburse its costs if the patent holder takes action against the Contractor for constructing this modified diaphragm sheet pile bulkhead and its associated components?

On: Aug 11 2016.

Government Response. . Please reference FAR Clause 52.227-1, Authorization and Consent. See specifically 52.227-1(a)(2):

"(2) Used in machinery, tools, or methods whose use necessarily results from compliance by the Contractor or a subcontractor with (i) specifications or written provisions forming a part of this contract or (ii) specific written instructions given by the Contracting Officer directing the manner of performance, the entire liability to the Government for infringement of a patent of the United States shall be determined solely by the provisions of the indemnity clause, if any, included in this contract or any subcontract hereunder (including any lower-tier subcontract), and the Government assumes liability for all other infringement to the extent of the authorization and consent herein above granted. On: Aug 16 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6634157 Construction Management

31.09.13.0029, 2.1 - Survey

Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Is a Hydrographic Surveyor required to conduct the Settlement Monitoring and Post Construction Survey, or would a topographic Surveyor meet the ACE requirements?

On: Aug 12 2016.

Government Response. . A Hydrographic Surveyor is not required to perform the Settlement Monitoring Survey, however a Hydrographic/Topographic Surveyor is required for the Post-construction survey. See Section 31 09 13.00 29, paragraph 2.1 A. Settlement Monitoring Survey, subparagraph 1.; which states, "Performed by the Contractor's independent topographic surveyor" and paragraph 2.1 B. Post-construction survey, subparagraph 2.; which states, "Performed by the Contractor's independent hydrographic/topographic surveyor". Also note that paragraph 2.1 B. Post-construction survey, states in part, "... a post-construction survey of the entire construction boundary shown on the contract drawings shall be

Page 3 of 4ProjNet: Logged In User conducted...". The construction boundary is shown on sheet C-101 of the contract drawings and includes the following features: a portion of the existing uplands; the structure constructed under this contract; and a portion of the mouth of the Unalakleet river with indicated depths as deep as minus 13 feet MLLW. On: Aug 15 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6634161 Construction Management

31.09.13.0029, 2.1 Survey

Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

May the contractor utilize its own, in-house and PLS licenses in the state of Alaska, surveyor to conduct the:

a. Settlement Monitoring Survey?

b. Post Construction Survey?

On: Aug 12 2016.

Government Response. . No, see Section 31 09 13.00 29, paragraph 1.5; which states that all survey requirements shall be met by independent surveyors. On: Aug 16 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6634163 Construction Management

31.29.13.0029, 2.1 Survey

Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Are Hydrographic Surveys required for this project?

On: Aug 12 2016.

Government Response. . Yes, for the Post-construction survey. See paragraph 2.1 B. Post-construction survey; which states in part, "... a post-construction survey of the entire construction boundary shown on the contract drawings shall be conducted...". The construction boundary is shown on sheet C-101 of the contract drawings and includes the following features: a portion of the existing uplands; the structure constructed under this contract; and a portion of the mouth of the Unalakleet river with indicated depths as deep as minus 13 feet MLLW. On: Aug 15 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6634252 Structural S-503 B Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Detail calls out 20" HDPE pile sleeve. Vendors say this is not available and will not quote. Only available if another customer happens to order a large run. They suggest 24" SDR 11 or SDR 17. Would one of these be acceptable?

On: Aug 12 2016.

Government Response. . See revised drawing in Amendment #6 released on Fed Biz Opps on 16 Aug 2016. On: Aug 16 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

Report Complete

UNCLASSIFIED\\FOR OFFICIAL USE ONLY

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