A22_-_Amendment_0002.pdf

Offers 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 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 your 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.

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQ. NO. 5. PROJECT NO. (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION

NO.

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NO.

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended, is not extended.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

CHECK ONE 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)

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.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

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

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

NSN 7540-01-152-8070

Previous edition unusable

The subject solicitation for Mississippi River, Baton Route to Gulf of Mexico, Southwest Pass Hopper Dredge Rental Contract No. 1-2017, Plaquemines Parish, LA (OM-17-001) is hereby modified as shown on the attached pages.

A BID OPENING DATE OF 11:00AM, 04 MAY 2017 AT PLACE OF BID OPENING IS HEREBY ESTABLISHED.

U.S. Army Engineer District, New Orleans 7400 Leake Ave.

New Orleans, LA 70118-3651

W912P8-16-B-0051

OM-17-001

1 18

05/01/2017

10/03/2016

Mississippi River Southwest Pass Hopper Rental Contract 1-2017 OM17001

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SECTION 00010

BID SCHEDULE

PART 1 GENERAL

1.1 BIDDING SCHEDULES

1.2 BID FORM NOTES

1.3 BIDDING

1.4 EVALUATION OF BIDS

1.5 CONDITIONS OF CONTRACT AWARD

1.6 BIDDER QUALIFICATIONS

1.7 PRE-AWARD INSPECTION OF PLANT

1.8 OPTION ITEMS

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section Table of Contents --

SECTION 00010 Page 1

SECTION 00010

BID SCHEDULE

PART 1 GENERAL

1.1 BIDDING SCHEDULES

SECTION 00010 - BIDDING SCHEDULE

MISSISSIPPI RIVER, BATON ROUGE TO GULF OF MEXICO, SOUTHWEST PASS

HOPPER DREDGE RENTAL CONTRACT NO. 1-2017

PLAQUEMINES PARISH, LOUISIANA

SOLICITATION NO. W912P8-16-B-0051

LOT ONE, 38 inch Inside Diameter (ID) Pump Suction, 12,430 cubic yard Nominal Hopper Capacity, Two Dragarms and all attendant plant

Bid Item

Description Estimated Quantity

Unit Unit Price

Total Price

0001 Mobilization & Demobilization of hopper dredge and all attendant plant.

1 Job

0002 Dredging - Rental of a trailing type hopper dredge.

586 Hour

Option

Option Dredging - Same plant listed in Item No. 0002 of this bid lot.

586 Hour XXXXXXXX

Total: LOT ONE BID

SECTION 00010 Page 2

SECTION 00010 - BIDDING SCHEDULE

MISSISSIPPI RIVER, BATON ROUGE TO GULF OF MEXICO, SOUTHWEST PASS

HOPPER DREDGE RENTAL CONTRACT NO. 1-2017

PLAQUEMINES PARISH, LOUISIANA

SOLICITATION NO. W912P8-16-B-0051

LOT TWO, 33.5 inch Inside Diameter (ID) Pump Suction, 9,400 cubic yard Nominal Hopper Capacity, Two Dragarms and all attendant plant

Bid Item

Description Estimated Quantity

Unit Unit Price

Total Price

0001 Mobilization & Demobilization of hopper dredge and all attendant plant.

1 Job

0002 Dredging - Rental of a trailing type hopper dredge.

773 Hour

Option

Option Dredging - Same plant listed in Item No. 0002 of this bid lot.

773 Hour XXXXXXXX

Total: LOT TWO BID

SECTION 00010 Page 3

MISSISSIPPI RIVER, BATON ROUGE TO GULF OF MEXICO, SOUTHWEST PASS

HOPPER DREDGE RENTAL CONTRACT NO. 1-2017

PLAQUEMINES PARISH, LOUISIANA

SOLICITATION NO. W912P8-16-B-0051

LOT THREE, 33.5 inch Inside Diameter (ID) Pump Suction, 6,300 cubic yard Nominal Hopper Capacity, Two Dragarms and all attendant plant

Bid Item

Description Estimated Quantity

Unit Unit Price

Total Price

0001 Mobilization & Demobilization of hopper dredge and all attendant plant.

1 Job

0002 Dredging - Rental of a trailing type hopper dredge.

945 Hour

Option

Option Dredging - Same plant listed in Item No. 0002 of this bid lot.

945 Hour XXXXXXXX

Total: LOT THREE BID

SECTION 00010 Page 4

MISSISSIPPI RIVER, BATON ROUGE TO GULF OF MEXICO, SOUTHWEST PASS

HOPPER DREDGE RENTAL CONTRACT NO. 1-2017

PLAQUEMINES PARISH, LOUISIANA

SOLICITATION NO. W912P8-16-B-0051

LOT FOUR, 31.5 inch Inside Diameter (ID) Pump Suction, 6,540 cubic yard Nominal Hopper Capacity, Two Dragarms and all attendant plant

Bid Item

Description Estimated Quantity

Unit Unit Price

Total Price

0001 Mobilization & Demobilization of hopper dredge and all attendant plant.

1 Job

0002 Dredging - Rental of a trailing type hopper dredge.

1059 Hour

Option

Option Dredging - Same plant listed in Item No. 0002 of this bid lot.

1059 Hour XXXXXXXX

Total: LOT FOUR BID

SECTION 00010 Page 5

MISSISSIPPI RIVER, BATON ROUGE TO GULF OF MEXICO, SOUTHWEST PASS

HOPPER DREDGE RENTAL CONTRACT NO. 1-2017

PLAQUEMINES PARISH, LOUISIANA

SOLICITATION NO. W912P8-16-B-0051

LOT FIVE, 30 inch Inside Diameter (ID) Pump Suction, 4,815 cubic yard Nominal Hopper Capacity, Two Dragarms and all attendant plant

Bid Item

Description Estimated Quantity

Unit Unit Price

Total Price

0001 Mobilization & Demobilization of hopper dredge and all attendant plant.

1 Job

0002 Dredging - Rental of a trailing type hopper dredge.

1087 Hour

Option

Option Dredging - Same plant listed in Item No. 0002 of this bid lot.

1087 Hour XXXXXXXX

Total: LOT FIVE BID

SECTION 00010 Page 6

MISSISSIPPI RIVER, BATON ROUGE TO GULF OF MEXICO, SOUTHWEST PASS

HOPPER DREDGE RENTAL CONTRACT NO. 1-2017

PLAQUEMINES PARISH, LOUISIANA

SOLICITATION NO. W912P8-16-B-0051

LOT SIX, 28 inch Inside Diameter (ID) Pump Suction, 4,000 cubic yard Nominal Hopper Capacity, Two Dragarms and all attendant plant

Bid Item

Description Estimated Quantity

Unit Unit Price

Total Price

0001 Mobilization & Demobilization of hopper dredge and all attendant plant.

1 Job

0002 Dredging - Rental of a trailing type hopper dredge.

1167 Hour

Option

Option Dredging - Same plant listed in Item No. 0002 of this bid lot.

1167 Hour XXXXXXXX

Total: LOT SIX BID

SECTION 00010 Page 7

MISSISSIPPI RIVER, BATON ROUGE TO GULF OF MEXICO, SOUTHWEST PASS

HOPPER DREDGE RENTAL CONTRACT NO. 1-2017

PLAQUEMINES PARISH, LOUISIANA

SOLICITATION NO. W912P8-16-B-0051

LOT SEVEN, 27 inch Inside Diameter (ID) Pump Suction, 3,600 cubic yard Nominal Hopper Capacity, Two Dragarms and all attendant plant

Bid Item

Description Estimated Quantity

Unit Unit Price

Total Price

0001 Mobilization & Demobilization of hopper dredge and all attendant plant.

1 Job

0002 Dredging - Rental of a trailing type hopper dredge.

1317 Hour

Option

Option Dredging - Same plant listed in Item No. 0002 of this bid lot.

1317 Hour XXXXXXXX

Total: LOT SEVEN BID

SECTION 00010 Page 8

MISSISSIPPI RIVER, BATON ROUGE TO GULF OF MEXICO, SOUTHWEST PASS

HOPPER DREDGE RENTAL CONTRACT NO. 1-2017

PLAQUEMINES PARISH, LOUISIANA

SOLICITATION NO. W912P8-16-B-0051

LOT EIGHT, 26 inch Inside Diameter (ID) Pump Suction, 4,000 cubic yard Nominal Hopper Capacity, Two Dragarms and all attendant plant

Bid Item

Description Estimated Quantity

Unit Unit Price

Total Price

0001 Mobilization & Demobilization of hopper dredge and all attendant plant.

1 Job

0002 Dredging - Rental of a trailing type hopper dredge.

1449 Hour

Option

Option Dredging - Same plant listed in Item No. 0002 of this bid lot.

1449 Hour XXXXXXXX

Total: LOT EIGHT BID

SECTION 00010 Page 9

MISSISSIPPI RIVER, BATON ROUGE TO GULF OF MEXICO, SOUTHWEST PASS

HOPPER DREDGE RENTAL CONTRACT NO. 1-2017

PLAQUEMINES PARISH, LOUISIANA

SOLICITATION NO. W912P8-16-B-0051

LOT NINE, 27 inch Inside Diameter (ID) Pump Suction, 3,700 cubic yard Nominal Hopper Capacity, Two Dragarms and all attendant plant

Bid Item

Description Estimated Quantity

Unit Unit Price

Total Price

0001 Mobilization & Demobilization of hopper dredge and all attendant plant.

1 Job

0002 Dredging - Rental of a trailing type hopper dredge.

1517 Hour

Option

Option Dredging - Same plant listed in Item No. 0002 of this bid lot.

1517 Hour XXXXXXXX

Total: LOT NINE BID

SECTION 00010 Page 10

1.2 BID FORM NOTES

a. Bidders shall bid on all items including optional items. Failure to bid on all items will result in a non-responsive bid.

b. Bidders shall use the Item Number 0002 unit price to compute Item Number 0003 total price.

c. Any bid may be rejected if the Contracting Officer or his/her authorized representative determines in writing that it is unreasonable as to price. Unreasonableness of price includes not only the total price of the bid, but the prices 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 "Proposal Analysis Techniques" FAR 15.404-1(g)(3)).

d. 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 after verification of acceptable performance and payment bonds. Within 48 hours after issuance of 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 Quality Control System is set-up, the Accident Prevention Program and other required submittals have been submitted and approved, and all preliminary meetings called for under the contract have been conducted.

e. RAPID VENDOR PAYMENT: See the following web based instructions for the submission of invoices:

http://www.mvn.usace.army.mil/BusinessWithUs/Contracting/RapidVendorPayment

f. The unit "job" is a one-time payment for work performed. "Job" is synonymous with the previously used term "lump sum".

1.3 BIDDING

a. The bidder must select only one bid lot, determined by the class of dredge intended to be used. Bids which are submitted on an inappropriate bid lot will be declared non-responsive.

b. Bidders shall furnish unit prices for all items listed on the schedule of bid items that require unit prices. If the bidder fails to insert a unit price in the appropriate blank for required items but does furnish an extended total or an estimated amount for such items, the Government will deem the unit price to be the quotient obtained by dividing the extended estimated amount for that line item by the quantity. IF THE BIDDER OMITS BOTH THE UNIT PRICE AND THE EXTENDED

ESTIMATED AMOUNT FOR ANY REQUIRED ITEM, THE BID WILL BE DECLARED

NON-RESPONSIVE.

1.4 EVALUATION OF BIDS

a. To provide fair competition between dredges of different production rate and capacity, the required dredging quantities and any optional dredging quantities are based on an estimated quantity of shoal material and on the tested production rate of each dredge class.

SECTION 00010 Page 11

b. Award will be made to that responsible Bidder presenting the lowest-priced responsive bid in response to this solicitation, regardless of the bid lot used.

c. The hourly quantity shown on the bid lots for Bid Items designated as "Dredging" are 100% pay time hours. The actual calendar duration of the contract may vary as a result of fractional pay time. Refer to Section 35 20 23.23, paragraph entitled "Dredging and Option Dredging Items" for additional information.

1.5 CONDITIONS OF CONTRACT AWARD

a. Award will be made as a whole to one bidder. The dredge and attendant plant offered in the bidding schedule shall be complete with full operating personnel and in operating status for the contract period. EM 385-1-1, Section 19, "Floating Plant and Marine Activities" shall be complied with at all times. NOTE: All work under these specifications shall be performed in accordance with the provisions of EM 385-1-1 "Army Corps or Engineers Safety and Health Requirements Manual", latest edition.

b. The Government may award the contract at the total bid price, comprised of the base items and option item(s); however, the Government will not be obligated to exercise any option item(s).

c. The number of rental time hours for each bid lot of the bidding schedule are estimated quantities. The dredge and attendant plant will be retained for an approximate number of days according to the table below starting no later than 120 hours after receipt of Notice to Proceed by the Contractor.

SECTION 00010 Page 12

APPROXIMATE HOPPER DREDGE

CONTRACT DURATION

(BASE PLUS OPTION)

Bid Lot Pump Inside Dia. (inches)

Hopper Size (Cubic Yards)

Number of Dragarms

Approximate Number of Rental Days

1 38 12430 2 94

2 33.5 9400 2 111

3 33.5 6300 2 127

4 31.5 6540 2 137

5 30 4815 2 140

6 28 4000 2 147

7 27 3600 2 161

8 26 4000 2 173

9 27 3700 2 179

d. The bidder must be capable of providing for assignment of the dredge and all attendant plant, complete and in full operating condition in all respects, no later than 120 hours after receipt of Notice to Proceed by the Contractor.

1.6 BIDDER QUALIFICATIONS

a. Before the Government will award a contract based on this solicitation, the apparent low bidder shall establish that it is responsible and entitled to award of the contract, by certifying that its dredge meets the appropriate production rate, as listed in the table of Section 35 20 23.23, paragraph entitled "Dredge Plant". The dredge must perform at or above the listed production rate at least 85% of the time, as established by other contracts completed within three years prior to the bid opening date of this solicitation. Failure to establish an adequate capability will result in a finding of non-responsibility.

b. A bidder may be rejected as non-responsible if it cannot show the necessary capital, experience, or equipment needed to perform the work described under this solicitation (see "Responsible Prospective Contractors" FAR 9.1). The bidder must also show that the dredge and attendant plant is not already obligated for the performance of other work that would delay commencement, performance, and completion of the solicited work; and must show that delivery of the dredge and attendant plant to the site of work can be made within the time allowed in the specifications.

c. Bidders must register in the System for Award Management (SAM) database in accordance with FAR 52.204-7 and DFARS 252.204-7004 Alt A.

SECTION 00010 Page 13

1.7 PRE-AWARD INSPECTION OF PLANT

a. The apparent low bidder shall make the dredge and attendant plant available for inspection, to determine compliance with these specifications, as soon as practicable after bids are opened and prior to contract award. If deficiencies are found during the inspection, the bidder will be notified in writing, which may be transmitted by email or facsimile. Upon receipt of such notice, the bidder shall correct all deficiencies at least two calendar days in advance of the projected contract award date.

b. Two calendar days before the projected award date or upon notification by the bidder that the deficiencies have been corrected, a Government representative will re-inspect the dredge and attendant plant. If at that time the dredge and attendant plant do not meet the requirements of these specifications, the bidder will be rejected as non-responsible.

c. The Government may choose to waive the pre-award inspection if the projected contract award date is less than five calendar days after the bid opening date. Waiver of the pre-award inspection does not relieve the bidder from the requirement to provide a dredge and attendant plant in full compliance with the specifications.

1.8 OPTION ITEMS

a. The Government may require the delivery of, in whole or part, any Option Items. The Government may exercise an Option Item by written notice to the Contractor. If the Government activates the Option Item, the activation will occur while the Contractor's equipment is in the work vicinity as described in the applicable Dredging Region Section(s). If "Option Dredging" Item work is exercised, it shall be performed as a continuance of "Dredging" Item work, which shall be activated first.

b. No additional mobilization/demobilization will be paid to the Contractor for Option Item work performed within the work region. The Contractor shall commence performance of optional work no more than 3 calendar days after the time the Contractor receives the Government's Notice to Proceed with the optional work.

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

SECTION 00010 Page 14

Section 35 20 23.23, Paragraph 2.2 "Gages"

2.2 GAGES

a. Staff gages or recording gages are present in each dredging region, which indicate the water surface elevation. The locations of the appropriate gages will be provided by the Contracting Officer at the pre-work conference. These gages shall be read a minimum of twice a day, while dredging is performed, at the direction of the Contracting Officer.

b. Project depths for all dredging regions are measured from 0.0 feet MLLW (Mean Lower Low Water) datum except where otherwise stated within paragraph entitled "Location and Description of Work". The required actual depths are determined as the listed project depth plus the gage reading.

c. The gage for the Calcasieu River is located at the Lake Charles Pilots dock two miles southwest of Cameron, LA.

d. The following staff gages shall be used for the Southwest Pass dredging region.

GAGE NAME (ID) LOCATION (MILE) GAGE CORRECTION

TO MLLW

Venice (01480) 10.5 AHP (RDB) (-) 0.30

Pilottown (01525) 2.0 AHP (LDB) (-) 0.30

WH-7 (01545) -0.5 BHP (LDB) (-) 0.18

Mile 7.5 (01575) -7.5 BHP (LDB) 0.17

Light #14 (01625) -12.0 BHP (LDB) 0.39

East Jetty (01670) -17.9 BHP (LDB) 0.68

Note: All gages are set to NAVD88 (2009.55). The gage corrections shall be added to the gage readings to adjust them to MLLW.

e. Project depths for the Mississippi River Crossings are measured from the Low Water Reference Plane (LWRP). The gages for this area are set to the National Geodetic Vertical Datum (NGVD). The required actual depths are determined as the water surface elevation plus the project depth, minus the LWRP elevation. At some crossings, linear interpolation between gages may be required to determine the water surface elevation and LWRP elevation.

f. The Contractor shall furnish a Hazen or compatible remote, automatic recording tide gage that may be monitored aboard the dredge.

However, it shall be understood that this gage is not to be used for reducing surveys of the channel.

g. This information is provided to comply with the requirements outlined in EM 1110-2-6056, Standards and Procedures for Referencing Project Elevation Grades to Nationwide Vertical Datums. This engineering manual outlines the requirement to reference all coastal navigation projects to Mean Lower Low Water (MLLW). The relationship to the authorized project datum, Mean Low Gulf (MLG), is provided below for reference.

For Southwest Pass, 0.0 feet MLLW = 3.5 feet MLG.

The project benchmarks referenced below have been incorporated into the National Spatial Reference System database:

(1) SOUTHWEST PASS PROJECT BENCHMARK

Mississippi River at Venice

DESIGNATION: 876 0849 A TIDAL

PID: AT1390

LAT/LON: N 29 16 00.52795 W 089 21 10.35484 NAD83 (2011)

NORTH/EAST: N 284,325.15 E 3,912,287.82 SPC LA S (US feet) ELEVATION: 1.53 feet NAVD88 (2009.55) ELEVATION: 4.73 feet MLG

MARKER: BENCH MARK DISK

STAMPING: 0849 A 1985

DESCRIPTION: THE STATION IS LOCATED IN VENICE, 8 MILES SOUTH SOUTHEAST

OF BURAS, AT THE END OF HWY. 23 ON A GRAVEL ROAD LEADING TO NEW

CONSTRUCTION AT THE TIME OF RECON AND A RED AND WHITE TOWER. (LOCATION

OF NEW BUILDING WILL BE A WILDLIFE AND FISHERIES HEADQUARTER).

OWNERSHIP- PLAQUEMINES PARISH. TO REACH THE STATION FROM THE

INTERSECTION OF THE POST OFFICE AND HWY. 23 GO SOUTHEAST ON HWY. 23 FOR .9

MILES TO A CURVE TO THE RIGHT, GO AROUND CURVE TO A CROSS ROAD ( JUMP

BASIN RD.), TURN LEFT FOR .05 MILES TO A SHELL ROAS TO RIGHT (OFFSHORE

SHIPYARD RD.) TURN RIGHT AND GO SOUTHEAST FOR .15 MILES TO A MARK ON

THE LEFT ALONG A FENCE LINE JUST BEFORE ENTERING INTO A GATE. 23.7 M

NORTH FROM THE NORTH 1 OF 2 YELLOW KEYPAD SUPPORT POSTS, 13.7 M EAST

FROM A RED FIRE HYDRANT, 8.0 M NORTHEAST FROM THE CENTER OF A GRAVEL

ROAD, 1.0 M NORTHEAST FROM A METAL POST WITH WITNESS SIGN ATTACHED, 0.5

M FROM A CARSONITE WITNESS POST, AND 0.3 M BELOW THE LEVEL OF THE

GROUND.

(2) CALCASIEU RIVER BAR CHANNEL PROJECT BENCHMARK

Calcasieu River at Cameron

DESIGNATION: 876 8094 E TIDAL

PID: DJ9387

LAT/LON: N 29 46 05.85405 W 093 20 29.04536 NAD83 (NA2011)

NORTH/EAST: N 466,812.80 E 2,643,771.70 SPC LA S (US feet) ELEVATION: 4.56 feet NAVD88 (2009.55) ELEVATION: 6.86 feet MLG

MARKER: FLANGE-ENCASED ROD

STAMPING: 8094 E 2004

DESCRIPTION: TO REACH FROM THE JUNCTION OF LA-27 AND DAVIS ROAD IN

CAMERON, GO 2.55 MI SOUTH ON DAVIS ROAD TO THE BOAT RAMP AREA AND THE

MARK ON THE NORTH SIDE NEAR ENTRANCE. MARK IS 91 FT NORTHWEST OF DAVIS

ROAD CENTERLINE, 42 FT NORTH OF THE BOAT RAMP PARKING AREA, 18 FT SOUTH

OF TOP OF BANK, 3.75 FT SOUTH OF A WITNESS POST AND 3.5 FT

EAST-SOUTHEAST OF SECURITY TIE DOWN.

AMENDMENT 0002 CONTINUATION PAGE

SOLICITATION NUMBER W912P8-16-B-0051 IS HEREBY MODIFIED AS STATED

BELOW:

1. Section 00010 “BID SCHEDULE”: This section is hereby removed in its entirety, and replaced with the attached Section 00010 “BID SCHEDULE”.

2. Section 01 35 26, paragraph 1.11 “Hurricane Plan”: After the second sentence, insert the following sentences: “Work being performed to satisfy the Hurricane Plan will not be measured for payment.

Payment for all work associated with the Hurricane Plan and providing the equipment required shall be distributed throughout the existing bid items.”

3. Section 35 20 23.23, paragraph 2.2 “Gages”: This paragraph is hereby removed in its entirety and replaced with the attached paragraph 2.2.

4. Section 35 20 23.23, paragraph 3.3.1 “Mississippi River, Cubit’s Gap and Southwest Pass, Louisiana”: After the first sentence, insert the following sentence: “The authorized depth of -45 feet MLG is equivalent to -48.5 Mean Lower Low Water (MLLW) in the vicinity of Southwest Pass, up to Mile 13.4 Above Head of Passes.”

5. Section 35 20 23.23, paragraph 3.10.1 “Mississippi River & Southwest Pass”: Insert the following sentence at the beginning of this paragraph, before the existing table: “To adjust the utility elevations from MLG to MLLW, the Contractor shall use the conversion 0.0’ MLLW = 3.5’ MLG.”

6. Section 35 20 23.23, paragraph 3.10.1 “Mississippi River & Southwest Pass”: For the Fieldwood Energy pipeline at Station 162+60 (Mile 1.9 BHP), delete “-79.7 ft.” and replace with “Unknown”.

7. Section 35 20 23.26, Paragraph 3.3 “Performance Requirements”: In the last sentence, “$5,051” and replace with “$5,055” is hereby removed.