B.08.03 Amendment 0005 W912DQ20B1051.pdf

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Attached to
Levee Rehab-Holt County No 9, Missouri
Solicitation number
W912DQ20B1051
Issued by

About this file

This document contains an amendment to a solicitation and related federal contract opportunity. The amendment clarifies and updates the descriptions for CLIN 0001 and 0002, updates specifications, and extends the bid due date to January 13, 2021. CLIN 0001 covers all levee repair work except breach repair from station 581+05 to station 590+75, which is covered under option CLIN 0002. The solicitation is for construction services to repair damages to the Holt County #9 Levee Unit in Missouri sustained during 2019 flooding. Services may include earthwork, fill and borrow material placement, clearing debris, erosion and rutting repairs, stone surfacing and armoring, drainage structure installation and rehabilitation, and turf establishment. The U.S. Army Corps of Engineers, Kansas City District is the contracting agency.

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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 purpose of this amendment is to clarify and update CLIN 0001 and 0002 Description and update the Specifications and bid due date. See the Summary of Changes page for more detail. All other terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 4

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

16C. DATE SIGNED

BY 06-Jan-2021

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 W912DQ20B1051

X 9B. DATED (SEE ITEM 11)

13-Nov-2020

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

06-Jan-2021

CODE

USACE, KANSAS CITY

FEDERAL BLDG CT-C 601 E 12TH ST RM 647

KANSAS CITY MO 64106-2896

W912DQ 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912DQ20B1051

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)

The following have been modified:

AMENDMENT 0001

The SOLICITATION is amended as follows:

NOTE: Deleted text is shown with strikethrough. Added text is shown with underline.

1. SPECIFICATIONS:

a. Section 35 41 00 Paragraph No 3.14 SSP INSTALLATION REQUIREMENTS

Smooth Steel Pipe (SSP) Installations for SSP Less Than 36-Inches in Diameter: The contractor shall be required undertake the necessary measures to ensure a proper placement area for SSP.

This includes possible foundation de-watering, over excavation with backfill of suitable material and potential use of flowable fill to ensure a sound placement area for SSP. All pipe sections shall be welded joints utilizing a 3-pass welding seam (at pipe connecting ends & 1 overlapping pass from centerline of joint weld on each side). All welded joint sections shall be connected with a 6-inch wide by 24-inch long flat metal strip evenly spaced welded on either side of welded joint (12” on each side of welded joint). A total of four (4) connecting strips shall be welded and symmetrically spaced around pipe joint (metal strip on top, bottom & each side of SSP). Flat metal strip thickness shall be same thickness as steel pipe.

Smooth Steel Pipe (SSP) Installations for SSP 36-Inches in Diameter or Greater: The contractor shall be required undertake the necessary measures to ensure a proper placement area for SSP.

This includes possible foundation de-watering, over excavation with backfill of suitable material and potential use of flowable fill to ensure a sound placement area for SSP. All pipe sections shall be welded joints utilizing a 3-pass welding seam (at pipe connecting ends & 1 overlapping pass from centerline of joint weld on each side). All welded joint sections shall be connected by a 24-inch wide flat metal collar, evenly spaced welded on either side of welded joint (12” on each side of welded joint). Flat metal strip thickness shall be same thickness as steel pipe. Welded connecting band shall be shaped to conform to pipe and provide a continuous connection around pipe. Connecting band can be “pieced-welded” together to obtain a continuous band; however, no more than 4 pieces can be utilized.

DRAWINGS: Drawings include all work to be performed, includingbreach repair from station 581+05 to station 590+75. Work outside station 581+05 to station 590+75 is covered under CLIN 0001. Work from station 581+05 to station 590+75 are covered under option CLIN 0002. Prospective vendors must bid on both CLIN 0001 and CLIN 0002 to be considered responsive.

2. Offerors are required to acknowledge receipt of this amendment on the Bidding Form in the space provided. Failure to acknowledge all amendments may cause rejection of the proposal.

3. All other terms and conditions remain unchanged and in full force.

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 07-Jan-2021 11:00 AM to 13-Jan-2021 11:00 AM.

CLIN 0001

The CLIN extended description has changed from:

Contractor shall provide all labor, equipment, material and personnel necessary to repair levee in accordance with the plans and specifications.

To:

Contractor shall provide all labor, equipment, material and personnel necessary to repair levee in accordance with the plans and specifications. This CLIN includes all areas indicated in plans and drawings except breach repair from station 581+05 to station 590+75. Breach repair from station 581+05 to station 590+75 is covered under option

CLIN 0002.

CLIN 0002

The CLIN extended description has changed from:

breach repair from station 581+05 to station 590+75

To:

Breach repair from station 581+05 to station 590+75. Plans and specifications included in this document indicate all work including station 581+05 to station 590+75. All work except station 581+05 to station 590+75 is covered in

CLIN 0001.

SECTION 01 00 00 - GENERAL REQUIREMENTS

The following have been modified:

WAGE RATES

Applicable Davis Bacon Act wage determination, WD MO202100001, Construction heavy, highway, modification #0, Revised date 1 Jan 2021.

https://beta.sam.gov/wage-determination/MO20210001/0?index=wd&is_active=true&date_filter_index=0&date_rad_selection=date&wdType =dbra&state=MO&page=1

A hard copy will be provided upon request.

(End of Summary of Changes)

File details come from the government source that posted it. Updated .