B.08.03 W912DQ20B10430001 Amendment 0001.pdf

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Levee Rehab-Bonne Femme, Missouri
Solicitation number
W912DQ20B1043
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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 descope the w ork required as the sponsor has already performed much of this. Deleted text is in red strikethough and add text is in green underline.

Due to this de-scope, the magnitude, period of performance, and liquidated damages are changed as follow s:

Magnitude From: Betw een $500,000 and $1,000,00 To: Betw een $100,000 and $250,000

Period of Performance From: 180 days To: 150 days

Liquidated Damages From $1,110 daily to $900 daily

1. CONTRACT ID CODE PAGE OF PAGES

J 1 4

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

16C. DATE SIGNED

BY 10-Apr-2020

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 W912DQ20B1043

X 9B. DATED (SEE ITEM 11)

31-Mar-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 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-2020

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:

W912DQ20B1043

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

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

The following have been added by full text:

AMENDED SPECIFICATION TEXT

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 3.11.1 Seeding/Mulching Sponsor Repaired Landward Setback Levee Repair Station 154+80 (Setback Sta. 0+00) to 169+25 (Setback Sta. 18+80)

All referenced elevations shall be based from a Government established TBM hub driven in levee crown at approximate levee station 154+00. TBM is an assumed elevation of 100.00. The government shall provide initial centerline staking of the new landward levee setback alignment.

Stated repairs require constructing an approximate 1,880-linear feet long new landward setback levee (see B-1 Site Map & C-1 Drawing). New setback levee shall be constructed with a 10-foot wide crown width, with 1-foot vertical on 3.5-feet horizontal side slopes. Base grade elevation for landward setback levee is elevation 100.00 at station 154+80, maintaining "flat" grade (i.e.

100.00) throughout entire setback construction. Base grade elevation is design grade lines and not shrinkage grade lines.

Partial designated borrow materials are remaining segments of existing original levee (approx.

levee sta. 154+80 to 158+70 & 164+36 to 169+25). Borrow excavation shall commence on the newly constructed riverside levee toe-line at start of end of setback to use the entire old levee footprint located on the outside (riverside) of setback, so as not to impose on flows during high water events. Borrow area shall have positive drainage away from the newly constructed levee.

Seed and mulch sponsor repaired levee embankment. See B-1 Site Map. (Approx. 26,125 CY Fill & 5.0 AC Seeding/Mulching).

b. Section 35 41 00 Paragraph No 3.11.2 Seeding/Mulching Sponsor Repaired Landward Setback

Levee Repair Station 569+20 (Setback Sta. 0+00) to 574+00 (Setback Sta. 5+30)

All referenced elevations shall be based from a Government established TBM hub driven in levee crown at approximate levee station 568+00. TBM is an assumed elevation of 100.00. The government shall provide initial centerline staking of the new landward levee setback alignment.

Stated repairs require constructing an approximate 530-linear feet long new landward setback levee (see B-2 Site Map & C-2 Drawing). New setback levee shall be constructed with a 10-foot wide crown width, with 1-foot vertical on 3.5-feet horizontal side slopes. Base grade elevation for landward setback levee is elevation 100.00 at station 569+20, maintaining "flat" grade (i.e.

100.00) throughout entire setback construction. Base grade elevation is design grade lines and not shrinkage grade lines.

Partial designated borrow materials are remaining segments of existing original levee (approx.

levee sta. 569+20 to 574+00). Borrow excavation shall commence on the newly constructed riverside levee toe-line at start of end of setback to use the entire old levee footprint located on the outside (riverside) of setback, so as not to impose on flows during high water events. Borrow area shall have positive drainage away from the newly constructed levee. Seed and mulch sponsor repaired levee embankment. See B-2 Site Map. (Approx. 21,250 CY Fill & 1.5 AC Seeding/Mulching).

2. DRAWINGS: No change.

3. 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.

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

SECTION 00 10 00 - SOLICITATION

The contractor period of performance end date has decreased by 30 days from 180 days to 150 days.

The following Delivery Schedule item for CLIN 0001 has been changed from:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

180 dys. ANP 1 USACE, KANSAS CITY +

MELISSA CORKILL

PM-C PROJECT MANAGEMENT CIVIL

FED BLDG. 601 E

T. ROOM 566

KANSAS CITY MO 64106-2896

816-389-3697 FOB: Destination

966419

To:

DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

150 dys. ANP 1 USACE, KANSAS CITY +

MELISSA CORKILL

PM-C PROJECT MANAGEMENT CIVIL

FED BLDG. 601 E

T. ROOM 566

KANSAS CITY MO 64106-2896

816-389-3697 FOB: Destination

966419

The following have been modified:

SCR_CT_007 MAGNITUDE OF PROJECT—CONSTRUCTION (Jul 2002)

The magnitude of this project is represented by the following estimated price range (contracting officer mark as appropriate):

Between $100,000 and $250,000

(End)

SECTION 00 72 00 - GENERAL CONDITIONS

The following have been modified:

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 150 calendar days after the Notice to Proceed (NTP). The time stated for completion shall include final cleanup of the premises.

(End of clause)

52.211-12 LIQUIDATED DAMAGES--CONSTRUCTION (SEP 2000)

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $900.00 for each calendar day of delay until the work is completed or accepted.

(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

(End of clause)

(End of Summary of Changes)

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