Amendment 0002_W912P824B0003.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 West Shore Lake Pontchartrain, Louisiana and Storm Damage Risk Reduction Project, WSLP-103 Levee, Floodw all and Gate, Sta. 770+00 B/L to Sta. 827+95 B/L, St. John the Baptist Parish, Louisiana is hereby amended as follow s:

a) Bid opening has been changed from temporarily postponed to 23 April 2024 at 11:00 A.M. CST

b) Provide updated plan and specifications,

c) Provide updated bid schedule.

d) Provide answ er to prior submitted question

e) Provide updated Virtual Bid Opening Instructions.

f) All questions are due NLT 11:00 CST on 16 April 2024.

1. CONTRACT ID CODE PAGE OF PAGES

1 41

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

16C. DATE SIGNED

BY 10-Apr-2024

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 W912P824B0003

X 9B. DATED (SEE ITEM 11)

13-Mar-2024

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 is extended, X 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 1 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

10-Apr-2024

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:

W912P824B0003

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

The following items are applicable to this modification:

SEE CONTINUATION PAGE

Question: Section 31 11 00.00 12, Paragraph 3.2.6.4, Abandoned Roadway, states “the abandoned Old US Highway 51 shall be removed from the land side right of way limit to the flood side right of way. Please provide the depth of asphalt and subbase material.

Response: The depth of asphalt is approximately 6-8 inches and the clam shell subbase material is approximately 3- 4 feet in thickness.

Virtual Bid Opening:

The Virtual Bid Opening is currently scheduled for Tuesday, April 23, 2024, at 11:00 AM CST. The Contracting Officer and Contract Specialist will begin downloading bids at 10:00 AM CST, which is the bid submission receipt cutoff time. All bids received Tuesday, April 23, 2024, at 10:00 AM CST, will be considered late.

Audio Teleconference Bid Opening Information:

Join from the meeting link https://usace1.webex.com/meet/jeffrey.j.waguespack Join by meeting number 1-844-800-2712 Host Pin: 0426 Attendee Code: 43382870

WSLP-103 Job Item Quantities

BASE WORK

0005 Clearing and Grubbing 22 AC

OPTIONAL WORK 1 (OW1)

0016 Temporary Retaining Structures - OW-1

PZ-27 Sheet Pile 12,100 SF

W21x122 100 LF

0019 US HWY 51 Bypass Roadway - OW1

Clearing and Grubbing 1.84 AC

General Excavation 4,708 CY

Embankment 1,621 CY

Temporary Hay or Straw Bales 6 EA

Temporary Silt Fencing 2,858 LF

Class II Base Course (8 ½” Thick) (Crushed Stone) 3,949.2 LF

Aggregate Surface Course (Net Section0 708 CY

Asphalt Concrete 869.7 TON

24” RCP Cross Drain 68 LF

Temporary Signs and Barricades 1 JOB

Temporary Pavement Markings (4” Width) 1.036 MILE

Temporary Reflectorized Raised Pavement Markers 70 EA

Seeding 31 LBS

Fertilizer 1,020 LBS

Bedding Material 15.2 CY

Riprap Class II 7 SY

Geotextile 7 SY

Mobilization 1 JOB

Reflectorized Raised Pavement Markers 40 EA

Plastic Pavement Striping (4” Width) (Thermoplastic 90 mil) 0.588 MILE

Plastic Pavement Striping (Broken Line) (4” Width) (Thermoplastic 90 mil) 0.294 MILE

Removal of Existing Markings 0.038 MILE

Construction Layout 1 JOB

0020 Reinforced Concrete Floodwall and Floodgate Monolith - OW1 921 CY

0025 Clearing and Grubbing - OW1 1 AC

0037 PDA Testing - OW1 2 EA

0047 Guard Rail/Concrete Barrier - OW1

Concrete 3 CY

Double Thrie Beam 68 LF

Standard “W” Beam 412.5 LF

W8x24 Steel Post 96 LF

W6x25 Steel Post 500 LF

Transition Section 4 EA

MASH (TL-3, Flared) End Treatment 4 EA

0048 Structural Steel Roller Gate - OW1

W 36x170, Gr. 50 110 LF

W 8x31, Gr. 50 56 LF

W 8x28, Gr. 50 208 LF

WT 8x15.5, Gr. 50 173 LF

L 6x6x3/8, Gr. 50 104 LF

L 5x3-1/2x1/2, Gr. 50 55 LF

L 4x4x3/8, Gr. 50 52 LF

L 2x2x3/8, Gr. 50 208 LF

HSS 6x3x3/8, Gr. 50 2 LF

HSS 2-1/2x2-1/2x1/4, Gr. 50 3 LF

Pipe 1-1/2” Dia. STD 75 LF

5/16” Plate, Gr. 50 11 SF

3/8” Plate, Gr. 50 766 SF

1/2” Plate, Gr. 50 68 SF

3/4” Plate, Gr. 50 10 SF

Eye hook w/latch, 1/2 ton safe working load 4 EA

Forged Steel Casters (8 ton safe load) 8 EA

OPTIONAL WORK 2 (OW2)

0052 Clearing and Grubbing - OW2 1 AC