W912P8-17-B-0007-0008_FBO.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

Reference solicitation no. W912P8-17-B-0007 New Orleans to Venice Hurricane Protection Project, NOV-NF-W-06b.1 Woodpark Floodw alls, Plaquemines Parish, Louisiana. Bid opening schedule change. Right of w ay has been obtained. The bid opening date is hereby establishe as 7 March 2017, time 2:00pm CST. This amendment also address TECHNICAL INQUIRIES VIA PROJNET: The final list of questions and answ ers that w ere provided via Projnet for the subject procurement is being added to the solicitation by this amendment. These pages have the notation ““Incorporated by Amendment 0008” at the bottom of the pages. The subject contract is amended as follow s;

See continuation page for changes.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 28-Feb-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 W912P8-17-B-0007

X 9B. DATED (SEE ITEM 11)

09-Nov-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 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

28-Feb-2017

CODE

USACE, CONTRACTING DIVISION

ATTN: HPO CT VICKSBURG

4155 CLAY STREET

VICKSBURG MS 39183-3435

W912P8 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912P8-17-B-0007

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00010 - SOLICITATION CONTRACT FORM

TABLE OF CONTENTS

The Table of Contents has changed from:

Exhibit/Attachment Table of Contents

DOCUMENT TYPE DESCRIPTION PAGES DATE

Attachment 5 CHANGES AM07 to:

Exhibit/Attachment Table of Contents

DOCUMENT TYPE DESCRIPTION PAGES DATE

Attachment 6 Projnet Questions and

Answers

(End of Summary of Changes)

UNCLASSIFIED\\FOR OFFICIAL USE ONLY

Bid Inquiry Contracting Officers Report All Inquiries

Project: NOV-NF-W-06b.1 Review: Bidder Inquiry W912P8-17-B-0007 (00002) (sorted by CommentID ) Displaying 73 inquiries.

Id Discipline Sheet Detail Spec 6731225 Cost Engineering 00700-38 52.236-4 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Please provide quantities for the Lump Sum or Job pay items.

By: GerarD Whittle; Shavers-Whittle Construction, LLC; (985-626-7673). On: Nov 16 2016. Forward request by email.

1-0 Evaluation Concurred. Estimated quantities provided to the requestor. By: Dustin Cannada; MVK-CT Contracting Division; (601-631-7546) On: Nov 22 2016

1-1 Government Response. Estimated quantities provided to the requestor. By: Dustin Cannada; MVK-CT Contracting Division; (601-631-7546) On: Nov 22 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6731275 Cost Engineering C300 through C373 52.236-4 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Please provide excavation and embankment quantity breakdowns on the following features of work:

A. LEVEE (SHEETS C300; C312-C315)

B. T WALL (SHEETS C301-C312)

C. ACCESS ROADS (SHEETS C316-C326)

D. CYPRESS LANE (SHEET 327)

E. RANI LANE (SHEET C328)

F. WOOD PARK ROAD (SHEET C329)

G. PINE LANE (SHEET C330)

H. ORANGE LANE (SHEET C331)

I. LA. 23 (SHEETS C332-C367)

J. TEMPORARY ACCESS ROAD (SHEETS C368-C373)

By: GerarD Whittle; Shavers-Whittle Construction, LLC; (985-626-7673). On: Nov 16 2016. Forward request by email.

1-0 Evaluation Concurred. The lump sum quantity breakdowns have been provided. No further breakdowns are available. By: Dustin Cannada; MVK-CT Contracting Division; (601-631-7546) On: Nov 22 2016

1-1 Government Response. The lump sum quantity breakdowns have been provided. No further breakdowns are available. By: Dustin Cannada; MVK-CT Contracting Division; (601-631-7546) On: Nov 22 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6731281 Contracting C-400 32 15 00.00 12 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Is Class II Base Course as shown in the plans synonymous with pay item 0032AA & 0032AB, Surfacing?

By: GerarD Whittle; Shavers-Whittle Construction, LLC; (985-626-7673). On: Nov 16 2016. Forward request by email.

1-0 Evaluation Concurred. Yes, with the exception of temporary roads used to provide access around construction when Woodpark, Cypress, Rani, and Orange are closed. By: Dustin Cannada; MVK-CT Contracting Division; (601-631-7546) On: Nov 29 2016

1-1 Government Response. Yes, with the exception of temporary roads used to provide access around construction when Woodpark, Cypress, Rani, and Orange are closed. By: Dustin Cannada; MVK-CT Contracting Division; (601-631-7546) On: Nov 29 2016 Current Request Status: Request Closed

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2/27/2017https://www.projnet.org/projnet/binKornHome/index.cfm?strKorn...

Incorporated by Amendment 0008 2/28/17

Information for this report is procurement sensitive.

6731287 Contracting C-400 32 15 00.00 12 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Will surfacing on Temporary Access Road be measured for payment?

By: GerarD Whittle; Shavers-Whittle Construction, LLC; (985-626-7673). On: Nov 16 2016. Forward request by email.

1-0 Evaluation Concurred. For the Temporary Access Road as shown on C-258, C-400 By: Dustin Cannada; MVK-CT Contracting Division; (601-631-7546) On: Nov 29 2016

1-1 Government Response. For the Temporary Access Road as shown on C-258, C-400 By: Dustin Cannada; MVK-CT Contracting Division; (601-631-7546) On: Nov 29 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6731875 Contracting unnumbered spec page Comment Classification: Unclassified\\For Official Use Only (U\\FOUO) on the first page from the title page of the specification, there is a note stating right of way is currently not available and that the bid opening will not be held until right of way is available.

Will this right of way issue be settled in enough time to maintain a December 13, 2016 bid opening date?

By: GerarD Whittle; Shavers-Whittle Construction, LLC; (985-626-7673). On: Nov 16 2016. Forward request by email.

1-0 Evaluation Concurred. As the solicitation states, bid opening will not be held until ROW is available.

Any changes to the bid opening date and time will be made by amendment and will be available on the Federal Business Opportunities webpage (www.fbo.gov). By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Nov 17 2016

1-1 Government Response. As the solicitation states, bid opening will not be held until ROW is available.

Any changes to the bid opening date and time will be made by amendment and will be available on the Federal Business Opportunities webpage (www.fbo.gov). By: Kelly Turcotte; MVK-CT Contracting Division;

(6016315379) On: Nov 17 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6741697 Electrical 01100 01100 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Can Entergy provide the voltage in the transmission lines that are to stay in place? Also, will Entergy be able to provide an outage on these lines during construction? This is need to determine how the pipe piles will be driven that batter towards the power lines.

By: Mary Ann Carlson; Carlson Communications; ((425) 736-8687). On: Nov 28 2016. Forward request by email.

1-0 Evaluation Check and Resolve. 115 kv is the voltage in the transmission lines that are to stay in place.

No, Entergy will not provide an outage on these lines during construction (See Sheet G-005 General Note

-16. ALL WORK AROUND HIGH VOLTAGE POWER LINES SHALL BE IN ACCORDANCEWITH OSHA,

ENTERGY REQUIREMENTS, AND USACE SAFETY MANUAL "EM-385-1-1." Entergy's Point of Contact is provided in the 01100 if additional information is required.)

The flood side pile batter was designed for a 1H:5V to meet Entergy's requirements for horizontal and vertical clearances. By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 01 2016

1-1 Government Response. 115 kv is the voltage in the transmission lines that are to stay in place.

No, Entergy will not provide an outage on these lines during construction (See Sheet G-005 General Note

-16. ALL WORK AROUND HIGH VOLTAGE POWER LINES SHALL BE IN ACCORDANCE WITH OSHA,

ENTERGY REQUIREMENTS, AND USACE SAFETY MANUAL "EM-385-1-1." Entergy's Point of Contact is provided in the 01100 if additional information is required.)

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The flood side pile batter was designed for a 1H:5V to meet Entergy's requirements for horizontal and vertical clearances. By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 01 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6744239 Structural 09 97 02 01 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO) pg 19 of the CTE paint spec calls for interior and exterior coating of pipe piles. On previous similar projects the interior coating requirement has been eliminated. Can the interior paint be eliminated on this project?

By: Nathan Kernion; Cycle Construction Co., LLC; (504-467-1444). On: Nov 29 2016. Forward request by email.

1-0 Evaluation Check and Resolve. ED-T – Will revise to require exterior only. Will amend 09 97 02 01 to correct. By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 01 2016

1-1 Government Response. ED-T – Will revise to require exterior only. Will amend 09 97 02 01 to correct.

By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 01 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6744241 Structural 09 97 02 01 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO) the coating specification calls for 20' coating on the pipe and sheet piles. The plans call for 15' coating. Please clarify which is correct.

By: Nathan Kernion; Cycle Construction Co., LLC; (504-467-1444). On: Nov 29 2016. Forward request by email.

1-0 Evaluation Check and Resolve. ED-T – 15' is correct. Will amend 09 97 02 01 to match. By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 01 2016

1-1 Government Response. ED-T – 15' is correct. Will amend 09 97 02 01 to match. By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 01 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6744242 Contracting 1100 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO) can we receive a copy of the lump sum takeoff qtys?

By: Nathan Kernion; Cycle Construction Co., LLC; (504-467-1444). On: Nov 29 2016. Forward request by email.

1-0 Evaluation Check and Resolve. Estimated quantities provided to the requestor. By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 01 2016

1-1 Government Response. Estimated quantities provided to the requestor. By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 01 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6747617 Civil S-206 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

The following is a request for additional information or clarification regarding the bid documents for the USACE NOV- NF-W-06B.1 Woodpark Floodwalls project:

1. Please clarify the following items at the Tension Pile Connection Detail on Drawing S-206:

• We are not familiar with the field weld symbol in the elevation detail designating the number 12.

• The bottom of the ½" plate is below the bottom of the T-Wall Foundation. Is that the intent?

• In order to make the weld at the bottom of the ½" plate, the welder will need to be able to see that joint, therefore, we will need to excavate below the bottom of the 4" stabilization slab. Is that the intent?

• The coating of the pipe piles starts 3" from the top of the pile and extends down 15'. Does that mean we also have to coat part of the tension pile connector that is within that portion of the pile?

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By: Mary Ann Carlson; Carlson Communications; ((425) 736-8687). On: Dec 01 2016. Forward request by email.

1-0 Evaluation Check and Resolve. 1. Please clarify the following items at the Tension Pile Connection Detail on Drawing S-206:

ED-T Note- Tension connectors are required on all pipe piles. See sheet S-204.

• We are not familiar with the field weld symbol in the elevation detail designating the number 12.

ED-T response - 12 inches

• The bottom of the ½" plate is below the bottom of the T-Wall Foundation. Is that the intent?

ED-T response – No – drawings to be amended to make base slab 4'-2" thick M1 through M47 with bottom elevation of -1.2.

• In order to make the weld at the bottom of the ½" plate, the welder will need to be able to see that joint, therefore, we will need to excavate below the bottom of the 4" stabilization slab. Is that the intent?

ED-T response – Yes, contract can excavate around the pile as necessary to perform the weld and inspections.

• The coating of the pipe piles starts 3" from the top of the pile and extends down 15'. Does that mean we also have to coat part of the tension pile connector that is within that portion of the pile?

ED-T response – Yes, provide the coating and touch up areas damaged by the welding process.

Amendment forthcoming. By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 14

1-1 Government Response. 1. Please clarify the following items at the Tension Pile Connection Detail on Drawing S-206:

ED-T Note- Tension connectors are required on all pipe piles. See sheet S-204.

• We are not familiar with the field weld symbol in the elevation detail designating the number 12.

ED-T response - 12 inches

• The bottom of the ½" plate is below the bottom of the T-Wall Foundation. Is that the intent?

ED-T response – No – drawings to be amended to make base slab 4'-2" thick M1 through M47 with bottom elevation of -1.2.

• In order to make the weld at the bottom of the ½" plate, the welder will need to be able to see that joint, therefore, we will need to excavate below the bottom of the 4" stabilization slab. Is that the intent?

ED-T response – Yes, contract can excavate around the pile as necessary to perform the weld and inspections.

• The coating of the pipe piles starts 3" from the top of the pile and extends down 15'. Does that mean we also have to coat part of the tension pile connector that is within that portion of the pile?

ED-T response – Yes, provide the coating and touch up areas damaged by the welding process.

Amendment forthcoming. By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 14 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6748264 Construction Phasing G-004 3 n/a Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Are there any guidelines as to the proximity of work allowed near the pre-load areas?

By: John Messina; Tikigaq Construction Co; (504-315-8568). On: Dec 02 2016. Forward request by email.

1-0 Evaluation Check and Resolve. ED-T response - No additional guidelines to work allowed near the preload areas. By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 09 2016 1-1 Government Response. ED-T response - No additional guidelines to work allowed near the preload areas. By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 09 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6748271 Contracting n/a n/a n/a Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

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Please provide USACE quantities for Job/Lump Sum items.

By: John Messina; Tikigaq Construction Co; (504-315-8568). On: Dec 02 2016. Forward request by email.

1-0 Evaluation Check and Resolve. Estimated quantities provided to the requestor. By: Kelly

Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 05 2016 1-1 Government Response. Estimated quantities provided to the requestor. By: Kelly Turcotte; MVK-CT

Contracting Division; (6016315379) On: Dec 05 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6750863 Structural S-206 Note 3 31 62 17.00 12 par. 2.2.3 (e) Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

For pipe pile wall thickness you have specified a 0% tolerance below what is indicated on the contract drawings (.500"), which deviates from the acceptable wall thickness tolerances of ASTM A139/A 139M, API Spec 5L and ASTM A 500 for this application. Was your intent for a "min wall spec"? If so, can you clarify as such and/or specify a higher wall thickness that will ensure zero tolerance below .500"?

By: GerarD Whittle; Shavers-Whittle Construction, LLC; (985-626-7673). On: Dec 05 2016. Forward request by email.

1-0 Evaluation Check and Resolve. ED-T response – Any tolerance or requirements that is more restrictive in the specification or other documents for this project takes precedence over the reference documents.

By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 09 2016

1-1 Government Response. ED-T response – Any tolerance or requirements that is more restrictive in the specification or other documents for this project takes precedence over the reference documents. By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 09 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6750915 Structural S-204 Note 5 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Note 5 requires top 20' of pipe piles to be filled with concrete. Is any fill material required below 20' or can a form be placed at the 20' mark?

By: GerarD Whittle; Shavers-Whittle Construction, LLC; (985-626-7673). On: Dec 05 2016. Forward request by email.

1-0 Evaluation Check and Resolve. ED-T response – As stated in note 5 "(Assume 20'-0" for estimating purposes)." If the void exceeds 20' during construction, the contractor shall submit an RFI if they want to deviate from backfilling the void with concrete. By: Kelly Turcotte; MVK-CT Contracting Division;

(6016315379) On: Dec 09 2016

1-1 Government Response. ED-T response – As stated in note 5 "(Assume 20'-0" for estimating purposes)."

If the void exceeds 20' during construction, the contractor shall submit an RFI if they want to deviate from backfilling the void with concrete. By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 09 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6750921 Structural S-206 Note 4 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Please confirm that the top 20' of TEST PILES are to be filled with concrete.

By: GerarD Whittle; Shavers-Whittle Construction, LLC; (985-626-7673). On: Dec 05 2016. Forward request by email.

1-0 Evaluation Check and Resolve. ED-T response – No, will revise drawing to remove note "4. PIPE PILES FOR PILE TEST TO BE FILLED WITH F'c = 4000 PSI CONCRETE FOR A MINIMUM OF 20'-0" TO THE

TOP OF PILE."

AMENDMENT FORTHCOMING By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 14 2016

1-1

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Government Response. ED-T response – No, will revise drawing to remove note "4. PIPE PILES FOR PILE TEST TO BE FILLED WITH F'c = 4000 PSI CONCRETE FOR A MINIMUM OF 20'-0" TO THE TOP

OF PILE."

AMENDMENT FORTHCOMING By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 14 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6751315 Cost Engineering 00700-38 52.236-4 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Please provide quantities for all Lump Sum or Job pay items.

Thank you

By: barlow cook; Pontchartrain Partners LLC; (5042595438). On: Dec 05 2016. Forward request by email.

1-0 Evaluation Check and Resolve. Estimated quantities provided to the requestor. By: Kelly

Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 06 2016 1-1 Government Response. Estimated quantities provided to the requestor. By: Kelly Turcotte; MVK-CT

Contracting Division; (6016315379) On: Dec 06 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6751594 Cost Engineering 52.236-4(e) Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Please provide quantities for all Lump Sum or Job pay items.

By: Chris Saul; Quick Add Office; (972-869-9008 x224). On: Dec 05 2016. Forward request by email.

1-0 Evaluation Check and Resolve. Estimated quantities provided to the requestor. By: Kelly

Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 06 2016 1-1 Government Response. Estimated quantities provided to the requestor. By: Kelly Turcotte; MVK-CT

Contracting Division; (6016315379) On: Dec 06 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6751648 Contracting 01100 - 3(l) Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Can the SSHO have collateral duties, or is the SSHO a stand-alone safety position for this contract?

By: Chris Saul; CAYO, LLC; (817-568-6828 x224). On: Dec 05 2016. Forward request by email.

1-0 Evaluation Check and Resolve. CD Response – No, a full time SSHO is required without collateral duties. By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 09 2016 1-1 Government Response. CD Response – No, a full time SSHO is required without collateral duties. By:

Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 09 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6751702 Specifications C-400 31-05-19-04-12 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

This spec says Separator Geotextile Fabric is required under surfacing Access Roads, Driveways Etc. The typical sections on plan sheet C-400 calls for Reinforcement Geotextile under the surfacing. Please let me know which is correct.

By: GerarD Whittle; Shavers-Whittle Construction, LLC; (985-626-7673). On: Dec 05 2016. Forward request by email.

1-0 Evaluation Check and Resolve. ED-T response – Amendment to be issued to revise to drawing sheet C-400 to separator geotextile fabric.

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AMENDMENT FORTHCOMING By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 14 2016

1-1 Government Response. ED-T response – Amendment to be issued to revise to drawing sheet C-400 to separator geotextile fabric.

AMENDMENT FORTHCOMING By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 14 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6751716 Contracting 31 62 14.00 12, Pile Load Tests Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

For scheduling purposes, how long will it take for the government to determine the production pile lengths after the contractor makes the pile load test submittal?

By: Chris Saul; CAYO, LLC; (817-568-6828 x224). On: Dec 05 2016. Forward request by email.

1-0 Evaluation Check and Resolve. ED-F response – Normally, less than a week after receiving the data from the contractor for the pile load test. By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 09 2016

1-1 Government Response. ED-F response – Normally, less than a week after receiving the data from the contractor for the pile load test. By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 09 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6751768 Contracting 1100, Para. 20, Web Cameras Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Please clarify if two cameras are required at each end of the project, for a total of four cameras, or if only one camera is required at each end of project, for a total of two cameras.

By: Chris Saul; CAYO, LLC; (817-568-6828 x224). On: Dec 05 2016. Forward request by email.

1-0 Evaluation Check and Resolve. ED-T – Two (2) cameras - one at each end of the project. Location to be determined by the Contracting Officer's Representative. By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 09 2016

1-1 Government Response. ED-T – Two (2) cameras - one at each end of the project. Location to be determined by the Contracting Officer's Representative. By: Kelly Turcotte; MVK-CT Contracting Division;

(6016315379) On: Dec 09 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6751795 Site c-103 & C-256 Note 7 SECTION 02 72 10.00 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Based on site inspection, the proposed location of 34"X24" RCPA shown on drawings C-103 & C-256 appears to be located beneath the PPSO trailers as they are currently situated. Please confirm location of the pipe, and provide allowance of time required for PPSO to move the trailers to allow installation of 34"24" RCPA.

By: John Messina; Tikigaq Construction Co; (504-315-8568). On: Dec 05 2016. Forward request by email.

1-0 Evaluation Check and Resolve. ED-T response- the PPSO trailer is in the process of being relocated by

Plaquemines Parish out of the provided construction easements. By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 09 2016

1-1 Government Response. ED-T response- the PPSO trailer is in the process of being relocated by Plaquemines Parish out of the provided construction easements. By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 09 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6751850 Contracting 01100, Para. 1 - Weather Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

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The anticipated weather table shows 125 weather days out of a maximum of 260 work days, or approximately 50% weather. Please clarify that the Monthly Anticipated Weather table provided is applicable to this contract.

By: Chris Saul; CAYO, LLC; (817-568-6828 x224). On: Dec 05 2016. Forward request by email.

1-0 Evaluation Check and Resolve. ED-T Response – Amendment to change 0700 1060 Calendar days and we are revising the anticipated weather days to 56.

AMENDMENT FORTHCOMING By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 14 2016

1-1 Government Response. ED-T Response – Amendment to change 0700 1060 Calendar days and we are revising the anticipated weather days to 56.

AMENDMENT FORTHCOMING By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 14 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6751851 Site C-258 n/a n/a Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Plan page C-258 shows a Temporary 24" CMP from approx sta 2+00 to discharge into the canal at approximate sta 3+68. Please provide additional details regarding this item of work.

By: John Messina; Tikigaq Construction Co; (504-315-8568). On: Dec 05 2016. Forward request by email.

1-0 Evaluation Check and Resolve. ED-T – Details are provided in the plan view shown on C-258. By:

Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 09 2016 1-1 Government Response. ED-T – Details are provided in the plan view shown on C-258. By: Kelly

Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 09 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6752000 Structural 01 53 00.02 12 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Section 1.5.2 of the TRS specification states that the TRS "shall keep flood side water out of the excavation to EL +7.5 NAVD88." This section also requires a minimum sheet pile tip elevation of -29.5 ft. Please confirm that these requirements only apply to excavations on the flood side of the temporary flood protection on this project and do not apply to work on the protected side such as excavations for pipelines along Highway 23.

By: Alan Watson; CAYO, LP; (817-568-6828). On: Dec 05 2016. Forward request by email.

1-0 Evaluation Check and Resolve. ED-T Response - 01 53 00.02 12 Temporary Retaining Structure will be deleted along with Bid Item 005 "Temporary Retaining Structure." Any retaining structures required to install or remove pipes, manholes, and catch basins shall be included in the bid items they are incidental to.

AMENDMENT FORTHCOMING By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 14 2016

1-1 Government Response. ED-T Response - 01 53 00.02 12 Temporary Retaining Structure will be deleted along with Bid Item 005 "Temporary Retaining Structure." Any retaining structures required to install or remove pipes, manholes, and catch basins shall be included in the bid items they are incidental to.

AMENDMENT FORTHCOMING By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 14 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6752002 Civil C-206 Tabulation Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

The floodwall coordinates provided for Station 11+65.60 and 11+95.60 do not appear to be correct. Please clarify.

By: Alan Watson; CAYO, LP; (817-568-6828). On: Dec 05 2016. Forward request by email.

1-0

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Evaluation Check and Resolve. ED-T response – drawing update to correct coordinates for stationing 10+00, 11+65.60 and 11-95.60.

AMENDMENT FORTHCOMING By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 14 2016

1-1 Government Response. ED-T response – drawing update to correct coordinates for stationing 10+00, 11+65.60 and 11-95.60.

AMENDMENT FORTHCOMING By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 14 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6752810 Civil 015300.0212 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

1) Please clarify the intent of the Temporary Retaining Structure (TRS) Bid Item # 0005; Specification #

015300.0212. There is no callout for TRS on the drawings.

2) Will degrading of the existing earthen levee be allowed? If so, will there be any limits to the amount of levee that can be removed?

By: Mary Ann Carlson; Carlson Communications; ((425) 736-8687). On: Dec 06 2016. Forward request by email.

1-0 Evaluation Check and Resolve. 1) Please clarify the intent of the Temporary Retaining Structure (TRS) Bid Item # 0005; Specification # 015300.0212. There is no callout for TRS on the drawings.

ED-T Response - 01 53 00.02 12 Temporary Retaining Structure will be deleted along with Bid Item 005 "Temporary Retaining Structure." Any retaining structures required to install or remove pipes, manholes, and catch basins shall be included in the bid items they are incidental to.

2) Will degrading of the existing earthen levee be allowed? If so, will there be any limits to the amount of levee that can be removed?

ED-T Response –Yes, the contractor must meet the requirements of 01 53 00.01 12 Temporary Flood Protection and 01100 Para. 27 Emergency Gap Closure Plan.

AMENDMENT FORTHCOMING By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 14 2016

1-1 Government Response. 1) Please clarify the intent of the Temporary Retaining Structure (TRS) Bid Item # 0005; Specification # 015300.0212. There is no callout for TRS on the drawings.

ED-T Response - 01 53 00.02 12 Temporary Retaining Structure will be deleted along with Bid Item 005 "Temporary Retaining Structure." Any retaining structures required to install or remove pipes, manholes, and catch basins shall be included in the bid items they are incidental to.

2) Will degrading of the existing earthen levee be allowed? If so, will there be any limits to the amount of levee that can be removed?

ED-T Response –Yes, the contractor must meet the requirements of 01 53 00.01 12 Temporary Flood Protection and 01100 Para. 27 Emergency Gap Closure Plan.

AMENDMENT FORTHCOMING By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 14 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6752831 Civil G-04 Note 11 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Please confirm that floodwall construction may begin after the pile load test and before the pre-load period is completed.

By: Alan Watson; CAYO, LP; (817-568-6828). On: Dec 06 2016. Forward request by email.

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1-0 Evaluation Check and Resolve. ED-T response – Floodwall construction may begin after the pile load test is completed and the pipe pile tip elevation is confirmed by USACE. Please refer to notes 12 and 23 for floodwall construction limitations for the preload areas. By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 09 2016

1-1 Government Response. ED-T response – Floodwall construction may begin after the pile load test is completed and the pipe pile tip elevation is confirmed by USACE. Please refer to notes 12 and 23 for floodwall construction limitations for the preload areas. By: Kelly Turcotte; MVK-CT Contracting Division;

(6016315379) On: Dec 09 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6752921 Contracting 01100 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Reference the answer to Question #6741697 regarding the 115KV Electric line running adjacent to the floodwall. If the 1H:5V piles are lengthened as a result of the pile load test so that the pile lengths interfere with power line, how will the contractor be compensated for this change?

By: Chris Saul; CAYO, LLC; (817-568-6828 x224). On: Dec 06 2016. Forward request by email.

1-0 Evaluation Check and Resolve. ED-T response- A modification to the drawings and lengths would be issued by USACE to provide the change. By: Kelly Turcotte; MVK-CT Contracting Division;

(6016315379) On: Dec 09 2016

1-1 Government Response. ED-T response- A modification to the drawings and lengths would be issued by USACE to provide the change. By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 09 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6752926 Contracting SF1442 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Due to the complexity of the project regarding logistics, power line, site access, TRS requirements, and other issues having outstanding questions, we are requesting a bid extension of at least one week, so that contractors have adequate time to properly price the work.

By: Chris Saul; CAYO, LLC; (817-568-6828 x224). On: Dec 06 2016. Forward request by email.

1-0 Evaluation Check and Resolve. BID EXTENDED TO 22 DECEMBER 2016 AS STATED IN

AMENDMENT By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 14 2016 1-1 Government Response. BID EXTENDED TO 22 DECEMBER 2016 AS STATED IN AMENDMENT 0002

By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 14 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6753417 Contracting C-256, C-257, C-258 n/a n/a Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

The scale on sheet C-256,257, and 258 appears to be incorrect. Please provide the correct scale so contractors can perform an accurate takeoff of quantities.

By: John Messina; Tikigaq Construction Co; (504-315-8568). On: Dec 06 2016. Forward request by email.

1-0 Evaluation Check and Resolve. ED-T – Verified scales are correct. By: Kelly Turcotte; MVK-CT

Contracting Division; (6016315379) On: Dec 09 2016 1-1 Government Response. ED-T – Verified scales are correct. By: Kelly Turcotte; MVK-CT Contracting

Division; (6016315379) On: Dec 09 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6754321 Civil 033100.0012 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Please clarify the CONCRETE STRENGTH for the PILE FILL. Spec. # 033100.0012 paragraph 1.7.1 states 2,500 psi but on drwg. S-204, note 5 states 4,000 psi.

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By: Mary Ann Carlson; Carlson Communications; ((425) 736-8687). On: Dec 07 2016. Forward request by email.

1-0 Evaluation Check and Resolve. ED-T Response – Specification section 03 31 00.00 12 "Cast in Place Concrete" paragraph is correct 2,500 psi. Drawing S-204 Note 5 will be corrected in amendment.

AMENDMENT FORTHCOMING By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 14 2016

1-1 Government Response. ED-T Response – Specification section 03 31 00.00 12 "Cast in Place Concrete" paragraph is correct 2,500 psi. Drawing S-204 Note 5 will be corrected in amendment.

AMENDMENT FORTHCOMING By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 14 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6754323 Structural S-206 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Refer to drawing # S-206, the Tension Pile Connection Detail – is the pile tension connector plain black steel, Hot-dipped galvanized, or painted? It is not specified on the drawing or specifications.

By: Mary Ann Carlson; Carlson Communications; ((425) 736-8687). On: Dec 07 2016. Forward request by email.

1-0 Evaluation Check and Resolve. ED-T response - Painted to match paint limits of the pipe pile, will add note to S-206.

AMENDMENT FORTHCOMING By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 14 2016

1-1 Government Response. ED-T response - Painted to match paint limits of the pipe pile, will add note to S-206.

AMENDMENT FORTHCOMING By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 14 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6754325 Civil C-744 and S-205 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Refer to drwg. C-744, Typical waterline box detail. The 1" plate is noted as uncoated, but on drwg. S-205, it is noted as CRS. Please clarify.

By: Mary Ann Carlson; Carlson Communications; ((425) 736-8687). On: Dec 07 2016. Forward request by email.

1-0 Evaluation Check and Resolve. ED-T response –CRS as shown on S-205. By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 09 2016

1-1 Government Response. ED-T response –CRS as shown on S-205. By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 09 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6755078 Contracting DWG S-500 31 62 14.00 12, Pile Load Tests Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Para. 3.3 of Pile Load Test specification requires all test piles and reaction piles to be pulled after test and backfilled with bentonite slurry. Note 9 on DWG S-500 requires all piles to be abandoned in place. Please clarify whether the reaction piles and test piles can be pulled, or if they are to be abandoned in place.

By: Chris Saul; CAYO, LLC; (817-568-6828 x224). On: Dec 07 2016. Forward request by email.

1-0 Evaluation Check and Resolve. ED-T Response – All test and reaction piles are to be abandoned.

Amendment to 31 62 14.00 12 Pile Load Test forth coming to match the requirements on S-500.

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AMENDMENT FORTHCOMING By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 14 2016

1-1 Government Response. ED-T Response – All test and reaction piles are to be abandoned. Amendment to 31 62 14.00 12 Pile Load Test forth coming to match the requirements on S-500.

AMENDMENT FORTHCOMING By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 14 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6755219 Contracting DWG S-204 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Note 5 on DWG S-204 requires concrete fill to be placed in the pipe piles and states "assume 20'-0" for estimating purposes". Please clarify which bid item the concrete fill should included under, and whether this item will be measured for payment.

By: Chris Saul; CAYO, LLC; (817-568-6828 x224). On: Dec 07 2016. Forward request by email.

1-0 Evaluation Check and Resolve. ED-T Response - Concrete backfill shall be included in the Bid Item

0030, "Drive Steel Pipe Piles." By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 09 2016

1-1 Government Response. ED-T Response - Concrete backfill shall be included in the Bid Item 0030, "Drive Steel Pipe Piles." By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 09 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6755774 Contracting solicitation page Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

To follow up on an earlier question submitted, If right of way is not available by the bid date, and the bid date is not changed, will the bids be held at the Corps of Engineers office and not opened until right of way has been acquired and is available for construction?

By: GerarD Whittle; Shavers-Whittle Construction, LLC; (985-626-7673). On: Dec 08 2016. Forward request by email.

1-0 Evaluation Check and Resolve. BIDS WILL NOT BE OPENED UNTIL RIGHT OF WAY IS RECEIVED.

By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 14 2016

1-1 Government Response. BIDS WILL NOT BE OPENED UNTIL RIGHT OF WAY IS RECEIVED. By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 14 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6755826 Contracting DWG S-206 Note 5 31 62 17.00 12, Para. 3.1.5.6 - Pile Splicing

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

Note 5 on DWG S-206 requires 100% of pipe pile splice weld to have VT and UT inspection. Please clarify whether a Certified Weld Inspector will be required to be onsite during the entire pipe pile weld splice process to visually witness the weld, or if weld testing and inspection will only be required at completion of weld splice.

By: Chris Saul; CAYO, LLC; (817-568-6828 x224). On: Dec 08 2016. Forward request by email.

1-0 Evaluation Check and Resolve. ED-T Response –The CWI is required to inspect and test the weld at completion of weld splice. By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 14

1-1 Government Response. ED-T Response –The CWI is required to inspect and test the weld at completion of weld splice. By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 14 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6755852 Electrical 01100 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

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Will Entergy be able to insulate the transmission lines? When we add the hammer length and appropriate lead length required to the pile length, we may encroach the unsafe distance of working near the lines.

By: Mary Ann Carlson; Carlson Communications; ((425) 736-8687). On: Dec 08 2016. Forward request by email.

1-0 Evaluation Check and Resolve. ED-T Response - Contact information is provided for Entergy in the specifications and plans. By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 09

1-1 Government Response. ED-T Response - Contact information is provided for Entergy in the specifications and plans. By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 09 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6756233 Civil C-258 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

The plan and profile show the east temporary access road crossing the permanent levee that will be constructed after the 12 month pre-load period is complete. Can the temporary access road be used to provide access over the preload embankment during the 12 month pre-load period?

By: Alan Watson; CAYO, LP; (817-568-6828). On: Dec 08 2016. Forward request by email.

1-0 Evaluation Check and Resolve. ED-T Response –Yes. By: Kelly Turcotte; MVK-CT Contracting

Division; (6016315379) On: Dec 09 2016 1-1 Government Response. ED-T Response –Yes. By: Kelly Turcotte; MVK-CT Contracting Division;

(6016315379) On: Dec 09 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6756297 Civil C734 none 33 11 00 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Sheet C734 The Estimated Quantities of Work Items. Items 3 Install 12" to 4" service tie ins, 8 each and item 4 Service connection 3/4" thru 2" 3 each , Total of 11. Sheets C738 thru C740 depict only 6 services in lieu of 11. The drawings do not provide size , detail and all are located on the south side .

By: Matt OBrien; Buck Town Contractors; (504-382-4143). On: Dec 08 2016. Forward request by email.

1-0 Evaluation Check and Resolve. ED-T Response – Not all service connections sizes and locations are available. Plaquemines Parish has identified 6 service connections, but, there may be additional service connections that are unknown. The contractor shall include 11 service connections in the bid. By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 09 2016

1-1 Government Response. ED-T Response – Not all service connections sizes and locations are available.

Plaquemines Parish has identified 6 service connections, but, there may be additional service connections that are unknown. The contractor shall include 11 service connections in the bid. By: Kelly Turcotte; MVK- CT Contracting Division; (6016315379) On: Dec 09 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6756370 Civil C742 33 11 00 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Can new pipe and fittings installed during phase 1 be re-used in Phase 2 & 3? Will chlorination of piping be required all 3 phases?

By: Matt OBrien; Buck Town Contractors; (504-382-4143). On: Dec 08 2016. Forward request by email.

1-0 Evaluation Check and Resolve. ED-T Response – Pipe and fittings can be reused. The after the initial 5 water line tie-ins are made. The contractor will be allowed to take up to 1 of the 5 water lines out of service at a time to drive piles and to construct the floodwall as stated on C-742. Pipe sections maybe reused, needs to be retested and rechlorinated prior to moving on to the next crossing. Phase II the contractor can install blind flanges on either side of the floodwall to allow for the construction of the wall By: Kelly Turcotte; MVK-CT Contracting Division; (6016315379) On: Dec 09 2016

1-1 Government Response. ED-T Response – Pipe and fittings can be reused. The after the initial 5 water line tie-ins are made. The contractor will be allowed to take up to 1 of the 5 water lines out of service at a

Page 13 of 24ProjNet: Logged In User time to drive piles and to construct the floodwall as stated on C-742. Pipe sections maybe reused, needs to be retested and rechlorinated prior to moving on to the next crossing. Phase II the contractor can install blind flanges on either side of the floodwall to allow for the construction of the wall By: Kelly Turcotte; MVK- CT Contracting Division; (6016315379) On: Dec 09 2016 Current Request Status: Request Closed

Information for this…