Solicitation Amendment 001 Attachment 01_W912P821B0048.pdf

STANDARD FORM 1442

Page 5/271, Block 11. Change “315 calendar days” to “150 calendar days”.

SECTION 00010

Pages 00010-3, 4, and 5. Delete these pages in their entirety and substitute the attached revised pages 00010-3, 4, and 5, therefore.

SECTION 00700

1. Page 29/271. Delete this page in its entirety.

2. Page 32/271, clause 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK. Delete this clause in its entirety and substitute the following therefore

“52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR

1984)

The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 150 calendar days after receipt of notice to proceed. The time stated for completion shall include final cleanup of the premises.

(End of clause)”

3. Page 33/271, clause 52.217-9 OPTION TO EXTEND THE TERM OF THE CONTRACT. Delete this clause in its entirety and substitute the following therefore:

“52.217-9 OPTION TO EXTEND THE TERM OF THE CONTRACT (MAR 2000)

(a) The Government may extend the term of this contract by written notice to the Contractor within 20 calendar days; provided that the Government gives the Contractor a preliminary written notice of its intent to extend at least days (60 days unless a different number of days is inserted) before the contract expires. The preliminary notice does not commit the Government to an extension.

(b) If the Government exercises this option, the extended contract shall be considered to include this option clause.

(c) The total duration of this contract, including the exercise of any options under this clause, shall not exceed 150 calendar days.

(End of clause)”

4. Page 44/271, clause 252.236-7001 CONTRACT DRAWINGS AND SPECIFICATIONS, subparagraph (e). Delete this subparagraph in its entirety and substitute the following therefore:

“ (e) The work shall conform to the specifications and the contract drawings identified on the following index of drawings:

Title File Drawing No.

Atchafalaya River, Bayous H-16-48342 G-01 thru G-04;

Chene, Boeuf, and Black C-01 thru C-11 Atchafalaya Bay/Bar and Crewboat Cut, Maintenance Dredging (Non-Continuous) #21-1 St. Mary Parish, Louisiana

5. Page 47/271, LOUISIANA WAGE RATES. Delete these wage rates in their entirety and substitute the following therefore:

Contracting Division Note: Please insert the new updated wage rates here.

SECTION 01100

1. Page 10, subparagraph 7(b). Change “exceed $1.50” to “exceed $3.50”.

2. Page 16, subparagraph 21a. Change “Joseph Ricchiazzi, 504.862.2953” to “Rhonda Brown, 251.694.4436”.

3. Page 18, paragraph 25. Delete this paragraph in its entirety and substitute the following

“25. DATUM RELATIONSHIPS

The purpose of this paragraph is to provide datum relationships between Mean Low Low Water (MLLW) datum and the currently used Mean Low Gulf (MLG) datum. This information is provided to comply with the requirements outlined in Engineering Manuel, EM- 1110-2-6056, Standards and Procedures for Referencing Project Elevation Grades to Nationwide Vertical Datums. This engineering manual was released in response to IPET Lessons Learned, in order to address datum and project control issues. This datum relationship must be identified on the plans, in order to identify the adjustment from MLG to NAVD88 and Mean Lower Low Water (MLLW).

→ “Gage 88600

0.0 Gage = -0.41’ NAVD88 (2009.55) = 1.09’ MLG

→ Benchmark 88600

Elevation 2.77’ NAVD88 (2009.55)

Project Benchmarks

The project benchmarks referenced below have been incorporated into the National Spatial Reference System database and are designated for use for this project:

GAGE: 88600

ATCHAFALAYA RIVER @ EUGENE ISLAND

DESCRIPTION: STAFF GAGE LOCATED ON CONCRETE STRUCTURE ON

EUGENE ISLAND

LATITUDE: 29° 22’ 19.92”

LONGITUDE: -91° 23’ 03.91”

0.0’ GAGE = -0.41’ NAVD88 (2009.55) = 1.09’ MLG

BENCHMARK: 88600

DESCRIPTION: BENCHMARK IS A USACE ALUMINUM DISK AFFIXED TO

THE EASTERN CORNER OF THE CONCRETE PLATFORM, CLOSEST TO DAY

MARKER 33.

LATITUDE: 29° 32’ 20.96”

LONGITUDE: -91° 15’ 01.30”

ELEVATION: 2.77’ NAVD88 (2009.55)”

Use of the above benchmarks for all USACE MVN funded survey field work and in all plans and specifications shall be in accordance with: USACE MVN Engineering Division Datum Policy Memo #3, “Requirements for Use of Benchmarks for USACE Projects,” dated March 23, 2009; the USACE New Orleans District Minimum Survey Standards for performing Topographic, Hydrographic, and Static GPS Control Surveys, Edition 3, dated August 2013; and a Survey Plan approved by the MVN District Datum Coordinator.”

SECTION 02 21 10.00 12

1. Page 2, paragraph 1.2. Delete this paragraph in its entirety and substitute the following

“1.2 MEASUREMENT AND PAYMENT

No separate measurement or payment will be made for surveys. The cost of the work covered under this section shall be included in the applicable contract unit price for “Dredging (C/L Sta. 900+00 to C/L Sta. 1200+00)” or “Dredging (C/L Sta. 1200+00 to C/L Sta. 1300+00 - OW”, if Optional Work is exercised.”

2. Page 9, paragraphs 3.1.6.2 and 3.1.6.4. Delete these paragraphs in their entirety, and substitute “3.1.6.2 Reserved” and “3.1.6.4 Reserved” respectively, therefore.

SECTION 35 20 23.00 12

1. Page 4, paragraph 1.2. 8. Delete this paragraph in its entirety and substitute “1.2.8

Reserved “therefore.

2. Page 5, paragraph 1.3.3. Delete this paragraph in its entirety and substitute the following

“1.3.3 Dredging

Payment for dredging will be made at the applicable contract unit price per cubic yard for “Dredging (C/L Sta. 900+00 to C/L Sta. 1200+00)” or “Dredging (C/L Sta. 1200+00 to C/L Sta. 1300+00 - OW”, if Optional Work is exercised. Price and payment shall constitute full compensation for furnishing all plant, labor and materials and performing all work for surveying, including any additional soundings that may be directed, excavation, disposal of materials, furnishing crewboats fully operated, aluminum skiff fully operated, furnishing survey vessel(s) as required in Section 02 21 10.00 12 SURVEYS, pollution control, furnishing and maintaining radio and telephone communications equipment, and all operations incidental thereto.”

3. Page 5, paragraph 1.3.4. . Delete this paragraph in its entirety and substitute “1.3.4

Reserved“ therefore.

4. Page 11, paragraph 3.1.2. Delete this paragraph in its entirety and substitute the following therefore:

“3.1.2 Hydraulic Cutterhead Dredging

Hydraulic cutterhead dredging operations shall be performed continuously between approximate C/L Sta. 900+00 and 1200+00 with the option to dredge from C/L Sta. 1200+00 to 1300+00. As noted on the SHEET IDENTIFICATION No. C-01 an equation station (Station 1382+59.89 = 0+00.00) falls within the channel reach and Crewboat Cut approximate C/L Sta. 1095+00 to C/L 1160+00. All work shall be performed as specified herein and as shown on the contract drawings.”

5. Page 11, paragraph 3.1.5. Delete this paragraph in its entirety and substitute the

“3.1.5 Slides

In the event sliding occurs in any part of any excavation after its completion but prior to its acceptance, the Contractor shall remove such portions of the slide as the Contracting Officer may direct. In the event, the slide is caused through the fault of the Contractor as determined by the Contracting Officer, the slide shall be removed by the Contractor at no additional expense to the Government. In the event the slide is not due to the fault of the Contractor, payment for removal will be made at the applicable contract unit price for “Dredging (C/L Sta.

900+00 to C/L Sta. 1200+00)” or “Dredging (C/L Sta. 1200+00 to C/L Sta. 1300+00 - OW”, if Optional Work is exercised:

6. Page 14, paragraph 3.2.3. Delete this paragraph in its entirety and substitute the

“3.2.3 Existing Pipelines, Structures Or Utilities

The vertical clearances listed below were furnished by the utility owners at the time permits were issued and/or from "AS-BUILTS" and are not the result of a survey made by the Government. In addition, various pipeline databases available here at the New Orleans District, as well as nautical charts published by NOAA, have been used in verifying the existence and locations of utilities within the vicinity of the project. The Contractor shall contact "LA One Call" at either 811 or 800-272-3020 and Gulfsafe at 1-888-910-4853 prior to dredging operations. Prior to initiating dredging operations, the Contractor shall investigate the NOAA Chart OnLineViewer to verify any chart and utility updates in the project vicinity.

The specific chart relating to this project can be found at:

http://www.charts.noaa.gov/OnLineViewer/11351.shtml

The Contractor shall verify these locations and clearances. The following pipelines, structures or utilities are located within the project area. Also, the Contractor should be aware that there are other pipelines located within the general area:

Utility or Structure Approximate Station

Elevation M.L.G. Name and Address of Owner

30-inch Gas Pipeline 1098+50 -32.0 Enbridge Offshore Gas Transmission John Bubrig/985-209-9432 John.Bubrig@enbridge.com Or Leonard Morrison Office: 713-627-6249 Cell: 713-213-1185 Leonard.Morrison@enbridge.com

30-inch Gas Pipeline 1149+23 -28.0 Kinetica Partners, LLC Chris Cantrelle Office: 985-223-6125 Cell: 985-665-0989 Chris. Cantrelle@kineticallc.com

Shaun Harwood Office: 985-223-6127 Cell: 985-665-0981 Shaun.harwood@kineticallc.com

20-inch Gas Pipeline 1152+46 -27.2 Kinetica Partners, LLC (see above)

20-inch Gas Pipeline 1268+70 -30.6 Contango Oil and Gas Michael Autin Office: 713-960-0454 Cell: 832-549-7676 MAutin@contango.com http://www.charts.noaa.gov/OnLineViewer/11351.shtml mailto:John.Bubrig@enbridge.com mailto:Cantrelle@kineticallc.com

22-inch Gas Pipeline 1366+29 -25.0 Trunkline Gas Co.

William Tieken 985-876-5712 ext. 5421 William.Tieken@energytransfer.com Or Frank Fagan Office: 985-876-5712 ext. 5464 Cell: 985-709-9408 Frank.Fagan@energytransfer.com

The Contractor should be aware that an existing longitudinal rock structure exists approximately 600 feet east of the channel centerline between approximate centerline stations 595+47 and 685+00.”

7. Page 16, paragraph 3.3.2.2. Delete this paragraph in its entirety, and substitute “3.3.2.2

Reserved” therefore.

8. Page 16, paragraph 3.3.2.3. Delete this paragraph in its entirety, and substitute “3.3.2.3

9. Page 16, paragraph 3.3.2.4. Delete this paragraph in its entirety, and substitute “3.3.2.4

10. Page 17, paragraph 3.3.4. Delete this paragraph in its entirety, and substitute “3.3.4

SECTION 35 20 23.33

Page 3, paragraph 1.3. Delete this paragraph in its entirety and substitute the following, therefore.

“1.3 MEASUREMENT AND PAYMENT

No separate measurement or payment shall be made for the installation, operation, and maintenance of the DQM-certified system as specified herein for the duration of the dredging operations; all costs in connection therewith shall be considered a subsidiary obligation of the Contractor and shall be included in the applicable contract unit price for “Dredging (C/L Sta.

900+00 to C/L Sta. 1200+00)” or “Dredging (C/L Sta. 1200+00 to C/L Sta. 1300+00) - OW”, if Optional Work is exercised:”

DRAWINGS

Delete all the drawings in this contract and replace with the attached revised drawings SHEET IDENTIFICATION Nos. G-01 thru G-04, and C-01 thru C-011, therefore.

mailto:William.Tieken@energytransfer.com

SECTION 00010 – BIDDING SCHEDULE

Atchafalaya River and Bayous Chene, Boeuf and Black, Atchafalaya Bay/Bar and Crewboat Cut, Maintenance Dredging #21-1, (Non-Continuous) St. Mary Parish, Louisiana

00010-3 ED 20-025

Item DESCRIPTION Estimated Quantity Unit Unit Price Estimated Amount

BASE WORK

0001 Mobilization and Demobilization 1 JOB

Additional Mobilization and Demobilization Changing Location of Plant on Job

3 EA

0003 Dredging (C/L Sta. 900+00 to C/L Sta. 1200+00)

0003AA First 2,000,000 CY 2,000,000 CY

0003AB All Over 2,000,000 CY 660,000 CY

TOTAL BASE WORK: $

OPTIONAL WORK (OW)

0004 Bird Nesting Prevention and Avoidance Measures - OW 60 DAY

0005 Dredging (C/L Sta. 1200+00 to C/L Sta. 1300+00) - OW

0005AA First 565,000 CY 565,000 CY

0005AB All Over 565,000 CY 100,000 CY

0006 Floatation Access Channel-OW 1 JOB

TOTAL OPTIONAL WORK: $

TOTAL BASE WORK + OPTIONAL WORK: $

Award will be made as a whole to one bidder.

NOTE 1: The unit “JOB” as used in this Bidding Schedule is synonymous with the term “Lump Sum” used elsewhere within these plans and specifications.

NOTE 2: Bidders shall furnish unit prices for each item listed in the Schedule requiring a unit price. If the bidder fails to insert a unit price in the appropriate blank for required item(s), but does furnish an extended total, or an estimated amount for such item(s), the Government shall deem the unit price to be the quotient obtained by dividing the extended amount for that line item by the quantity. IF A BIDDER OMITS BOTH THE UNIT PRICE

AND THE EXTENDED TOTAL OR ESTIMATED AMOUNT FOR ANY ITEM, ITS BID SHALL

BE DECLARED NON-RESPONSIVE AND THEREFORE INELIGIBLE FOR AWARD.

00010-4 ED 20-025

NOTE 3: Any bid may be rejected if the Contracting Officer determines in writing that it is unreasonable as to price. Unreasonableness of price includes not only total price of bid, but the price for individual line items as well. Any bid may be rejected if the prices for any line items or subline items are materially unbalanced (See FAR 14.404-2, Rejection of Individual Bids).

NOTE 4: THE NOTICE TO PROCEED (NTP): The successful bidder is advised that performance and payment bonds shall be submitted in accordance with the time frame in block 12B of SF 1442 after Notice of Award. The NTP will be issued immediately after verification of acceptable performance and payment bonds. Within 24 hours after issuance of the NTP, the Contractor shall initiate a meeting to discuss the submittal process with the Area or Resident Engineer or his authorized representative. Physical work cannot start until the Accident Prevention Plan, Contractor Quality Control Plan, and other submittals which may be required, have been submitted and approved and all preliminary meetings called for under the contract, have been conducted.

NOTE 5: OPTIONAL WORK ITEM. The Government may require the delivery of the numbered line item(s), identified in the schedule as OPTIONAL WORK, in the quantity (total or partial quantity) and price stated in the schedule. The Contracting Officer may exercise all or part of the Optional Work by written notice to the Contractor. Bidders shall bid on all items including the Optional Work items (see "Evaluation of Options" FAR 52.217-5).

Failure to bid on all items will result in a non-responsive bid.

NOTE 6: EVALUATION OF OPTIONS (FAR 52.217-5 JUL 1990). Except when it is determined in accordance with FAR 17.206(b) not to be in the Government’s best interests, the Government will evaluate offers for award purposes by adding the total price for all options to the total price for this basic requirement. Evaluation of options will not obligate the Government to exercise the option(s).

NOTE 7: The quantity shown in Item 0003 is for evaluation purposes only; payment for this item will be based on the actual quantity used and it shall be excluded from the clause FAR

52.211-18, “VARIATIONS IN ESTIMATED QUANTITIES”.

NOTE 8: TIME ADJUSTMENT IN THE EVENT OF THE EXERCISE OF OPTIONAL WORK.

In the event that OPTIONAL WORK item is exercised under the terms of the contract, the time required for completion of the contract will not be adjusted but shall be performed concurrent with the original contract duration of 150 days established for the BASE WORK items specified in the Contract Clause entitled “COMMENCEMENT, PROCECUTION, AND

COMPLETION OF WORK (FAR 52-211-10 – APR 1984)”.

NOTE 9: RAPID VENDOR PAYMENT: Web based instructions for the submission of invoices;

http:/www2.mvn.usace.army.mil/ebs/rapid_vendor_payment.asp http://www2.mvn.usace.army.mil/ebs/rapid_vendor_payment.asp

00010-5 ED 20-025

EVALUATION OF SUBDIVIDED ITEMS (Dec 2019 - AFARS 5152.211-9000).

Item Nos.0003 and 0005 are subdivided into two (2) or more estimated quantities and are to be separately priced. The Government will evaluate each of these items on the basis of total price of its subline items.

(End of Clause)

VARIATIONS IN ESTIMATED QUANTITIES - SUBLINE ITEMS (Dec 2019 –

AFARS 5152.211-9001).

The variations in estimated quantities clause is applicable only to Item Nos.0003 and 0005.

a. Variation from the estimated quantity in the actual work performed under any second or subsequent subline item or elimination of all work under such a second or subsequent subline item will not be the basis for an adjustment in contract unit price.

b. Where the actual quantity of work performed for Item Nos.0003 and 0005 is less than 85% of the quantity of the first subline item listed under such item, the Contractor will be paid at the contract unit price for that subline item for the actual quantity of work performed and, in addition, an equitable adjustment shall be made in accordance with the clause Federal Acquisition Regulation (FAR) 52.211-18, VARIATION IN ESTIMATED QUANTITY.

c. If the quantity of work performed under Item Nos.0003 and 0005 exceeds 115% or is less than 85% of the total estimated quantity of the subline item under that item and/or if the quantity of the work performed under the second subline item or any subsequent subline item under in Nos. NONE exceeds 115% or is less than 85% of the estimated quantity of any such subline item, and if such variation cause an increase or a decrease in the time required for performance of this contract the contract completion time will be adjusted in accordance with the clause FAR 52.211-

18, VARIATION IN ESTIMATED QUANTITY.