W912P818B0053_AM0003.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

The above numbered solicitation for GIWW – Gulf Intracoastal Waterway, Inner Harbor Navigation Canal Lock, Southw est Guidewall and Dolphin Replacement – Phase I, Orleans Parish, LA is hereby amended to make the changes show n on the follow ing pages, include the quantity breakdow n that was erroneously omitted from AM0002 and extend the bid opening date to 19 September 2018 at 11:00 local time and place. There are no other changes as a result of this amendment.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 7

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

16C. DATE SIGNED

BY 11-Sep-2018

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 W912P818B0053

X 9B. DATED (SEE ITEM 11)

16-Aug-2018

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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

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

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

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

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

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

11-Sep-2018

CODE

USACE, CONTRACTING DIVISION

ATTN: CEMVN-CT, ROOM 172

7400 LEAKE AVE.

NEW ORLEANS LA 70118-3651

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

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:CATALDO.IO

NE.MARIE.123

0854862

Digitally signed by

CATALDO.IONE.MARIE.1230854862

DN: c=US, o=U.S. Government, ou=DoD, ou=PKI, ou=USA, cn=CATALDO.IONE.MARIE.1230854862 Date: 2018.09.11 16:11:33 -05'00'

STANDARD FORM 1442

Block 11. Change “532 calendar days” to “410 calendar days”.

SECTION 00010

Page 00010-3. Delete this page in its entirety and substitute the attached pages 00010-3 and 4 therefore.

SECTION 00700

Page 30 of 393, 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK. Change both occurrences of “532 calendar days” to “410 calendar days”.

SECTION 03 31 00.00 12

Page 7, paragraph 1.4. Delete this paragraph in its entirety and substitute the following therefore:

“1.4 MEASUREMENT AND PAYMENT

No separate measurement or payment will be made for concrete (reinforced and unreinforced).

Payment will be included in the applicable contract job price for "Support Structures" or "End Cell Structure - OW", if Optional Work is exercised.”

SECTION 05 51 33

Page 2, paragraph 1.3. Delete this paragraph in its entirety and substitute the following therefore:

“1.3 MEASUREMENT AND PAYMENT

No separate measurement and payment will be made for metal ladders. Payment will be included in the contract job price for "End Cell Structure - OW", if Optional Work is exercised.”

SECTION 31 41 16.00 12

Pages 2, paragraphs 1.4.1 and 1.4.2. Delete these paragraphs in their entirety and substitute the following therefore:

“1.4.1 Piling, Steel Sheet

Payment for providing, placing, and driving the steel sheet piling shall be included in the contract job price for "End Cell Structure - OW", if Optional Work is exercised.

1.4.2 Fabricated Piles and Rolled Corners

No separate payment will be made for the transition piles or the rolled corners and all costs associated with fabricating, furnishing, delivering, and installing them shall be included in the contract job price for "End Cell Structure - OW", if Optional Work is exercised.”

SECTION 31 62 16.16 14

1. Page 2, paragraph 1.1. Delete this paragraph in its entirety and substitute the following therefore:

“1.1 SCOPE

The work covered by this section consists of furnishing all plant, equipment, labor and materials, and performing all operations in connection with the installation of a new end cell structure. The work includes furnishing and driving steel sheet piling, type PS-31, placing end cell fill and pipe pile fill, concrete, reinforcement, concrete anchors, pipes, and furnishing and performing metalwork shall be completed in accordance with the contract drawings and as specified herein. This Section will only be used is Optional Work is exercised.”

2. Page 2, paragraph 1.2.1. Delete this paragraph in its entirety and substitute the following therefore:

“1.2.1 End Cell Structure

No measurement will be made for work associated with the end cell construction. Payment will be made at the contract job price for "End Cell Structure - OW", if Optional Work is exercised. Price and payment shall constitute full compensation for furnishing all plant, labor, materials and equipment, including steel sheet piling, fabricated piles and rolled corners, stone end cell fill placement, including settlement losses; pipe pile fill, reinforcement; cast-in-place structural concrete; inspection pipes and straps, welding studs; painting; metal ladders; and other incidental work; all as specified herein and as shown on the drawings.”

SECTION 31 62 17.00 12

Page 3, paragraph 1.2. Delete this paragraph in its entirety and substitute the following therefore:

“1.2 MEASUREMENT AND PAYMENT

Steel pipe piles will be measured for payment on the basis of lengths, measured to the nearest tenth of a linear foot along the axis of each pile acceptably driven in place below the cutoff elevation shown. Payment will be made at the applicable contract unit price per linear foot for "Support Structures/Steel Pipe Piles, 30-Inch Diameter" or "End Cell Structure/Steel Pipe Piles, 30-Inch Diameter - OW" if Optional Work is exercise. Price and payment shall constitute full compensation for furnishing all plant, labor, equipment and material; for the furnishing and installation of steel pipe piles for the pontoon support structure and the end cell structure (if Optional Work is exercised); including probing for existing piles painting, required splicing, and other incidental work; as specified herein and as shown on the drawings.”

00010-3 Ed 18-033

SECTION 00010 – BIDDING SCHEDULE

GIWW – Gulf Intracoastal Waterway, Inner Harbor Navigation Canal Lock, Southwest Guidewall and Dolphin Replacement – Phase I, Orleans Parish, LA

Item DESCRIPTION Estimated Quantity Unit Unit Price Estimated Amount

BASE WORK

0001 Mobilization and Demobilization 1 JOB

Video and Photographic Documentation

1 JOB

0003 Support Structures 1 JOB

Support Structures/Steel Pipe Piles, 30-Inch Diameter

6,481 LF

TOTAL BASE: $

OPTIONAL WORK (OW)

0005 End Cell Structure - OW 1 JOB

End Cell Structure/Steel Pipe Piles, 30-Inch Diameter - OW

4,865 LF

TOTAL OPTIONAL WORK: $

TOTAL BASE WORK + OPTIONAL WORK: $

**The unit "JOB" as used in this Bidding Schedule is synonymous with the term "Lump Sum" used elsewhere within these plans and specifications.

Award will be made as a whole to one bidder.

NOTE 1: 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.

NOTE 2: 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 sub line items are materially unbalanced (See FAR 14.404-2, Rejection of Individual Bids).

NOTE 3: 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. The NTP will be issued immediately after verification of acceptable performance and payment bonds. Within seven (7) days after issuance of the NTP, the Contractor shall initiate a meeting to discuss the submittal process with the

00010-4 Ed 18-033

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 4: 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 the basic requirement. Evaluation of options will not obligate the government to exercise the options.

NOTE 5: OPTIONAL WORK ITEMS: The Government may require the delivery of the numbered line item(s), identified in the schedule as Optional Work items, in the quantity (total or part 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 item (see “Evaluation of Options” FAR 52.217-5). Failure to bid on all items will result in a non-responsive bid.

NOTE 6: TIME ADJUSTMENT IN THE EVENT OF THE EXERCISE OF OPTIONAL

WORK. In the event that the OPTIONAL WORK items are exercised under the terms of the contract, the time required for completion of the contract shall be the original contract duration of 410 calendar days established for the BASE WORK items specified in Section 00700, CONTRACT CLAUSES, paragraph entitled “COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK”, plus 130 calendar days for completion of the Optional Work Items.

NOTE 7: RAPID VENDOR PAYMENT: Web based instructions for the submission of invoices;

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

IHNC South West Guidewall End Cell and Pier Quantities New Orleans, LA

Phase I Construction

Quantity Unit

1 Mob & Demob LUMPSUM LS

2 End Cell - Outside Diameter 45'- 11 1/2"

30" Diameter Steel Pipe Pile (1/2" Wall) 4,865 LF

PS-31 Sheet Pile, Grade 50 ksi 15,764 SF

Corner Angle L5x5x1/2 89 LF

Concrete 1,069 CY

PL 8"x8" Filler Plates (Assume 1/2" thick) 570 LF

FB 1"x6" Straps 1,409 LF

Corrugated Manhole Pipe (6'-0" long) 1 EA

Cast Iron Frame and Lid 1 EA

Welded Concrete Anchor 917 EA

Ladder 450 LBS

Navigation Light and Plate 1 EA

Paint System 6-A-Z and 21-A-Z LUMPSUM LS

Pier Cluster (6 total)

30" Diameter Steel Pipe Pile (1/2" Wall) 6,481 LF

36" Diameter Steel Template Pipe (3/4" Wall) 1,135 LF

10 3/4" Diameter Steel Template Pipe (1/2" Wall) 272 LF

8 5/8" Diameter Steel Template Pipe (0.322" Wall) 1,900 LF

W8 x 67 171 LF

WT 6 x 53 171 LF

3/8'' x 7" Cover Plate 171 LF

5/8" Stiffener Plate 8,721 LBS

10 1/4" x 1/2" Cap Plate 36 EA

10 3/4" x 1/2" Shear Lug 36 EA

23 1/2" Diameter Cap Plate 36 EA

32" O.D. w 24 1/4" I.D.x 5/8" 36 EA

Miscellaneous Steel 200 LBS

Grout 328 CY

Contractor Designed Grout Installation System LUMPSUM LS

Paint System 6 (Top 30 feet of Pier Pipe) (Excludes Grout Areas) LUMPSUM LS

Paint System 6-A-Z (W Sections, Plates, and Stiffeners) LUMPSUM LS

Number Number Description