W911KB-17-B-0003_Amend_0002.pdf

CHK008

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: Breakw ater Repairs (CHK008), Chignik Harbor, Alaska

Bid Opening remains 17 August 2017 2:00 PM Alaska Time.

Bids should be submitted in accordance w ith Section 00 21 00

This Amendment provides changes to the solicitation as indicated in the Summary of Changes.

YOU ARE REQUIRED TO ACKNOWLEDGE RECEIPT OF THIS AMENDMENT ON THE REVERSE SIDE OF THE STANDARD FORM 1442.

1. CONTRACT ID CODE PAGE OF PAGES

1 5

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

16C. DATE SIGNED

BY 11-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 W911KB17B0003

X 9B. DATED (SEE ITEM 11)

14-Jul-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 X is extended, 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

11-Aug-2017

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:

W911KB17B0003

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 11 01 - CLIN SCHEDULE

The following have been modified:

AM#2 BID SCHEDULE RFP No. W911KB-17-B-

CHIGNIK HARBOR BREAKWATER REPAIRS

CHIGNIK, ALASKA

Item Unit No. Description Quantity Unit Price Amount

BASE ITEMS

0001 Mobilization and Demobilization, complete. 1 Job $________ $________

0002 Construct South Breakwater Armor Rock Layer STA 35+00 to STA 39+50, Section E, complete. 6,700 Ton $________ $________

0003 Construct North Breakwater Armor Rock Layer STA 17+00 to STA 20+03 and North Breakwater Head, Sections A,B & D, complete. 9,500 Ton $________ $________

0004 Post-Construction Survey, complete. 1 Job $________ $________

Total of Base Items 0001 thru 0004 $_________

OPTION ITEMS

0005 Construct South Breakwater Armor Rock Layer STA 39+50 to STA 41+80 Section E, complete. 4,700 Ton $________ $________

0006 Construct South Breakwater Armor Rock Layer STA 41+80 to STA 42+80 and South Breakwater Head Section F, complete. 6,000 Ton $________ $________

0007 Construct North Breakwater Armor Rock Layer STA 17+00 to STA 19+83 Section C, complete. 5,500 Ton $________ $________

0008 Additional Armor Rock To Be Placed As Directed, complete

(see Note 3). 1,000 Ton $________ $________

Total of Option Items 0005 thru 0008 $_________

Total of All Items 0001 thru 0008 $_________

NOTES:

1. See SECTION 01 22 00.00 10 MEASUREMENT AND PAYMENT for work included in each bid item.

2. 1 Ton = 2,000 pounds

3. OPTION ITEM 0008: This item provides for 1,000 tons of armor stone produced and delivered to the project site for placement in areas within the construction limits on the North or South Breakwater that require additional rock, as determined by the Contracting Officer’s Representative.

AM#1...4. ESTIMATED QUANTITIES: The quantities shown in the “QUANTITY” column for all unit priced items above are estimated quantities. Actual quantities may vary. Reference FAR 52.211-18, Variation in Estimated Quantities...AM#1

EVALUATION OF BIDS:

1. AWARD: Award will be made to the low, responsive, responsible bidder.

2. EXTENSIONS: All extensions of the unit prices shown will be subject to verification by the Government. In the case of a variation between the unit price and the extended price, the unit price will be considered to be the bid.

3. INCOMPLETE PROPOSALS: Failure to submit a proposal on all items in the schedule will result in an incomplete proposal and the proposal may be rejected. Prices must be shown for each item within the schedule.

4. OPTIONS: Options will be evaluated in accordance with Solicitation Provision 52.217-5. The Contracting Officer may exercise the options by written notice to the Contractor in accordance with Contract Clause 52.217-7.

Exercised items shall be completed within the contract completion period stated in FAR 52.211-10, unless the parties otherwise agree.

AM#2...5. MISTAKES IN BIDS: Apparent clerical mistakes and arithmetic discrepancies will be addressed in accordance with FAR Part 14.407 MISTAKES

IN BIDS...AM#2

-- END OF BID SCHEDULE --

SECTION SF 30 - BLOCK 14 MODIFICATION CONTINUATION PAGE

The following have been modified:

SUMMARY OF CHANGES

AMENDMENT #0002

The following drawings are substituted for the superseded drawings:

NONE

The following revised documents are substituted for the superseded documents. The identifier “AM#02” appears before and after new and/or revised material and replacement pages are provided, except as noted:

- Bid Schedule

The following documents/drawings are deleted:

The following documents are added:

The following revisions are incorporated:

Other: Bidder inquiry Report dated 11 August 2017 is attached. Technical inquiries and questions relating to this solicitation will no longer be accepted via Bidder Inquiry in ProjNet.

(End of Summary of Changes)

UNCLASSIFIED\\FOR OFFICIAL USE ONLY

Bid Inquiry Contractor Report All Inquiries

Project: CHK008 Chignik Breakwater Repairs Review: Chignik Bidder Inquiry (00001) (sorted by CommentID ) Displaying 8 inquiries.

Id Discipline Sheet Detail Spec 7071407 Materials ASTM D 5312/D5321M Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Do you have a list of certified labs who conduct ASTM D 5312/D5321M and ASTM D 5313/D5313M tests?

On: Jul 19 2017.

Government Response. . A website with the current list of laboratories validated by the Corps of Engineers is provided in Section 35 31 19, paragraph 2.2.1.1.h. Once at the website, the list is included under "Related Documents". On: Jul 24 2017 Current Request Status: Request Closed

Information for this report is procurement sensitive.

7075279 Civil C-102 & C-501 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

C-102, notes 3&4 indicates the existing markers and bases will be removed and then placed back again when construction is nearly complete. C-501 gives the impression the Contractor is to provide new bases. Please clarify.

On: Jul 21 2017.

Government Response. . The navigation marker for the north breakwater has an existing concrete base however the navigation marker for the south breakwater does not. A new concrete base is required for the south breakwater marker. On: Jul 24 2017 Current Request Status: Request Closed

Information for this report is procurement sensitive.

7084053 Construction Management C.102 Note #8 N/A Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

I am contacting you concerning the Chignik Harbor Breakwater Repairs specifically regarding a question about possible use of the breakwater. It is noted that the plans for this project indicate that the breakwater is not to be used or disturbed by equipment, my question is as follows:

Can the breakwater be employed for the project if a matting system is employed on the top of the breakwater for equipment to use and to prevent any disturbance of the breakwater?

On: Jul 27 2017.

Government Response. . Safety and further damage to the existing breakwaters are of primary concern since some of the armor stone can be crumbled by hand. For purposes of preparing a bid, assume no equipment will be allowed on the crest of the breakwaters. On: Jul 31 2017 Current Request Status: Request Closed

Information for this report is procurement sensitive.

7086197 Civil C102 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Note 3 says the Contractor needs to move the nav markers. On the North Breakwater there is also a wind gauge anchored in several places. Will the Contractor be responsible to remove/replace that as well?

(Attachment: DSCF1750.pdf) On: Jul 28 2017.

Government Response. . The gauge on the north breakwater is a Tsunami Early Warning System tide gauge and will be removed by NOAA prior to construction. The contractor will not be responsible for removal or reinstallation of the gauge. On: Jul 31 2017 Current Request Status: Request Closed

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8/11/2017https://www.projnet.org/projnet/binKornHome/index.cfm?strKornCob=BicPublicReportAl...

Information for this report is procurement sensitive.

7091640 Civil C-102 Note 8 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

This note and a ProjNet answer says the contractor can not have equipment on the crest of the breakwater. Will the contractor be allowed to operate equipment and temporarily store rock on existing lower benches of riprap or B rock?

If so, could Contractor add a thin leveling course to aid this use?

On: Aug 02 2017.

Government Response. . The contractor may operate equipment and temporarily stockpile material on the existing lower benches of the breakwaters at its own risk. For bidding purposes, assume the use of leveling course material will not be allowed. The contractor may submit a plan for utilizing leveling course material for review and approval after award however approval will be dependent upon the plan proposed and is not guaranteed. On: Aug 04 2017 Current Request Status: Request Closed

Information for this report is procurement sensitive.

7091651 Civil C-102 Note 10 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

As follow up on a question at the prebid conference regarding "Where rock is call out to be placed below MLLW, a single stone layer is acceptable as necessary for construction", I believe the clarification was that it was assumed the slope may be too steep for 2 layers, so plan on one layer as shown on drawings. Please confirm.

On: Aug 02 2017.

Government Response. . The original Note 10 on C-102 has been deleted as part of Amendment 0001.

One layer of armor rock is required between 0.0 and -10 feet Mean Lower Low Water as shown on the plans. On: Aug 04 2017 Current Request Status: Request Closed

Information for this report is procurement sensitive.

7091665 Civil C-102 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

As described in the prebid, a third party post construction survey will be required. Will preconstruction project stationing be required by a third party surveyor or will contractor/government on site personnel be able to locate limits close enough for determining the start and stop of armor details?

On: Aug 02 2017.

Government Response. . The contractor is only required to provide the Government with a post construction survey however the contractor shall conduct any additional surveys deemed necessary to construct the project within the required placement limits. No survey information will be provided by the Government. On: Aug 04 2017 Current Request Status: Request Closed

Information for this report is procurement sensitive.

7093480 Contracting CHK008 CHK008 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Hello, I didn't see any DBE material associated with the Galena Campion Road Beaver Creek Culvert Replacement May 2013 ER Flooding 64066 project. Is there a DBE utilization requirement for this job? Is there a good faith effort required on this project?

Anthony Malapanis Project Engineer 2, EIT Cruz Construction, Inc.

(907) 761-3144 - Office

(719) 766-1601 - Cell

On: Aug 03 2017.

Government Response. . Based on contact with the inquirer, the Galena project was inadvertently referenced in error. With regard to the question, the Chignik project is a small business set-aside therefore

Page 2 of 3ProjNet: Logged In User there is no Disadvantaged Business Enterprise (DBE) requirement included in the solicitation. On: Aug 04 Current Request Status: Request Closed

Information for this report is procurement sensitive.

Report Complete

UNCLASSIFIED\\FOR OFFICIAL USE ONLY

Patent 11/892,984 ProjNet property of ERDC since 2004.

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