Amendment_00001.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

ELK CHUTE SET-BACK LEVEE AMENDMENT 01:

a. This amendment is being issued to amend the following changes to the solicitation and drawings.

b. Below are the summary of changes and estimated quantities for job (JA) Bid items from the Solicitation document.

c. There is an additional attachment of the drawings (ElkChuteAmendmentDrawingSet) that has been uploaded with the amendment in FBO.gov.

1. CONTRACT ID CODE PAGE OF PAGES

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

16C. DATE SIGNED

BY 29-Jul-2019

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 W912EQ19B0006

X 9B. DATED (SEE ITEM 11)

09-Jul-2019

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 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

03-Jul-2019

CODE

US ARMY ENGINEER DISTRICT, MEMPHIS

167 N MAIN STREET B202

MEMPHIS TN 38103-1894

W912EQ 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

x

W912EQ19B0006

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

The following have been added by full text:

SPECIFICATIONS:

01 11 00.00 11 has been attached.

01 45 35 has been removed from the documents.

31 24 00.00 12 Paragraph 3.1.2.3 RANDOM FILL o Deleted paragraph 3.1.2.3 32 15 00.00 11 Paragraph 2.1 AGGREGATES o Revised to read: Aggregates shall be composed of only crushed limestone for this contract.

o Previous language has been removed: Aggregates shall be composed of sand-clay-gravel mixtures; gravel or stone screenings; crusher run coarse aggregate consisting of gravel; or any combination of such materials which conforms to specified requirements. If locally available, only crushed limestone will be allowed on this contract.

33 40 00 o Removed Paragraph 2.1.1, shown below.

2.1.1 Corrugated Steel Pipe

ASTM A760/A760M, zinc or aluminum (Type 2) coated pipe of either:

a. Type IA pipe with annular 2-2/3 by 1/2 inch corrugations.

b. Type IR pipe with helical 3/4 by 3/4 by 7-1/2 inch corrugations.

o Replaced with Paragraph 2.1.1.1, shown below.

2.1.1.1 Polymer Precoated

ASTM A762/A762M corrugated steel pipe fabricated from ASTM A742/A742M Grade 10/10 polymer precoated sheet of either:

a. Type IA pipe with annular 2-2/3 by 1/2 inch corrugations.

b. Type IR pipe with helical 3/4 by 3/4 by 7-1/2 inch corrugations.

DRAWINGS:

G-002 o Note 11 removed. Wattles are not required. See attached updated sheet. Added Schedule for Corrugated Metal Pipe.

C-130 o Added NRCS pipe details to notes.

C-300 o Proposed Levee Typical Section, added Geotextile and Aggregate Surface annotation for New

Field Access Road.

C-501.

o Added Culvert Inlet Backfill Detail Section for materials clarification and added annotation for Pervious Material in D1.

Elk Chute Levee Setback Solicitation Set

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00.00 11

SUMMARY OF WORK

1/10/08

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

1.1.2 Location

1.2 EXISTING WORK

1.3 LOCATION OF UNDERGROUND FACILITIES

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section Table of Contents --

W912EQ19B0006

SECTION 01 11 00.00 11

SUMMARY OF WORK

1/10/08

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work consists of furnishing all plant, labor and materials for construction of approximately 5 miles of degrading an existing levee on the north bank of Belle Fountain Ditch and the the construction of the corresponding 5 miles of Elk Chute Levee with associated berms and ditches.

Construction also includes the construction of four single, double and triple barrel cast in place reinforced concrete box culverts and two 42-inch precast reinforced concrete pipe culverts with associated gates and any incidental related work according to the specifications and plans. The project limits are as shown on the plans. The estimated value of the work is between $10,000,000 and $15,000,000.

1.1.2 Location

The work shall be located at a the segment begining at the intersection of MO-TT and Belle Fountain Ditch and extends to the west to the north-south reach of Elk Chute Levee adjacent to Little River floodway north of Gosnell, Arkansas, approximately as indicated. The exact location will be indicated on the contract drawings. The Contracting Officer's Representative will be available to show the exact location of the work at the two organized site visits.

1.2 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.3 LOCATION OF UNDERGROUND FACILITIES

Verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated to be installed or removed, but indicated or discovered during work to be conducted or installed. For further instructions and details, see the paragraph entitled, "OBSTRUCTIONS" in Section 00 80 00.00 11 SPECIAL CONTRACT REQUIREMENTS.

W912EQ19B0006

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

W912EQ19B0006

Item Estimated Quantities for JA Bid Items Estimated Quantity U/M

4 Demolition of Culverts 1 JA Noted on Drawings 29 EA

6 Single 6'x8' CIP Box Culvert 138 LF Cast In Place Concrete 428 CY

7 Double 6'x8' CIP Box Culvert 276 LF Cast In Place Concrete 1,438 CY

8 Triple 6'x8' CIP Box Culvert 138 LF Cast In Place Concrete 1,011 CY

14 Excavation 960,000 CY 15 Embankment 715,000 CY 19 Single 6'x8' CIP Headwall Outlets 1 EA

Cast In Place Concrete 113 CY 20 Double 6'x8' CIP Headwall Outlets 2 EA

Cast In Place Concrete 293 CY 21 Triple 6'x8' CIP Headwall Outlets 1 EA

Cast In Place Concrete 186 CY 22 Single 6'x8' CIP Headwall Inlets 1 EA

Cast In Place Concrete 64 CY 23 Double 6'x8' CIP Headwall Inlets 2 EA

Cast In Place Concrete 181 CY 24 Triple 6'x8' CIP Headwall Inlets 1 EA

Cast In Place Concrete 117 CY 32 Cofferdams 4 EA

Excavation - Cofferdams/ByPass Ditches 49,500 CY Embankment - Cofferdams/ByPass Ditches 14,700 CY

It is to be expressly understood that the accuracy of these estimates is in no way warranted and that the furnishing of this information to a bidder will not relieve the bidder of the responsibility to estimate the quantities involved. It is further to be expressly understood that in no case will such estimate be used as a basis of claim against the Government.

W912EQ-19-B-0006 SFBM Elk Chute Levee Setback Lump Sum Quantities Last Updated: (Amendments- 01) 7/29/19

(End of Summary of Changes)

W912EQ19B0006