B.08.03 Amendment 0002_Malta Bend (Final).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

See continuation page for explaination of amendment.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 23-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 W912DQ20B1044

X 9B. DATED (SEE ITEM 11)

09-Apr-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

23-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:

W912DQ20B1044

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:

AMENDMENT 0002

The SOLICITATION is amended as follows:

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

1. SPECIFICATIONS: No change.

2. DRAWINGS:

a. 35 41 00 Attachment 2: Malta Bend Levee Site Maps

Changed location of borrow on site map B-2.

3. Offerors are required to acknowledge all amendments by signing blocks 15A-15C of the SF 30 or by signing and dating blocks 19 of the SF 1442 per amendment. Failure to acknowledge all amendments may cause rejection of your bid.

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

(END OF AMENDMENT)

(End of Summary of Changes)

0+00

27+67 - Ext L

53+23 - Ext L

77+78 - Ramps

121+13 - Ramps

149+00

152+25

188+00 - Ext L

215+50 - Pump S

215+60 - 54" CMP

225+00 - End Sta.

Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community

Malta Bend Levee District - Item No. 64 Damage Location Map

0 0.55 1.10.275 Miles

Breach w/ Associated Scour Station 139+50 to Station 142+10

Riverside Slope Failure w/ Scour Station 180+70 to Station 184+35

Destroyed (Lost) Sod Cover Riverside and Landside Slopes Station 0+00 to Station 137+75, Station 143+00 to Station 180+25

Station 184+75 to Station 225+00

Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community

Malta Bend Levee District - Item No. 64 B-1 Site Map

0 0.09 0.180.045 Miles

Breach w/ Associated Scour Station 139+50 to Station 142+10

REPAIR:

Landward Levee Setback

Station 138+75 = Station 0+00 Station 143+00 = Station 7+25

GENERAL NOTES:

Contractor will access site via county road then along landside toe of levee embankment.

Contractor will entire site of construction still has positive drainage "No Ponding Areas"

REPAIR DESCRIPTIONS:

Staging Area Will Be Within The

Limits of 200' Of The Construction Site

BORROW AREA:

The Cross-Hatched area indicates borrow material located riverward of the setback.

Excavation will be done in a manner over the entire area maintaining positive drainage away from the newly constructed levee.

Approximately 0.5 AC

BORROW AREA:

The Hatched area indicates borrow material located in the remaining riverward segments of the levee.

Excavation will be done in a manner maintaining positive drainage away from the newly constructed levee.

All riverward portions of remaining levee will be utilized fully.

Approximately 0.2 & 0.3 AC

BORROW AREA:

The Cross-Hatched Area indicates borrow materials (sand fields) that will be utilized in the core (center) of the newly constructed levee embankment. Materials will be removed in a manner not to degrade below original plowed zone. Approximately 25.0 AC

Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community

Malta Bend Levee District - Item No. 64 B-2 Site Map

0 0.15 0.30.075 Miles

Riverside Slope Failure w/ Associated Scour Station 180+75 to Station 184+35

REPAIR:

Landward Levee Setback

Station 180+25 = Station 0+00 Station 184+75 = Station 5+25

GENERAL NOTES:

Contractor will access site via county road then along landside toe of levee embankment.

Contractor will leave entire site of construction still has positive drainage "No Ponding Areas"

REPAIR DESCRIPTIONS:

Staging Area Will Be Within The

Limits of 200' Of The Construction Site

BORROW AREA:

Remaining riverward segments of the levee to be utilized in repair.

Excavation will be done in a manner maintaining positive drainage away from the newly constructed levee.

All riverward portions of remaining levee will be utilized fully.

Approximately 0.6 AC

ALTERNATIVE BORROW AREA:

The Cross-Hatched Area indicates borrow materials if needed to finish construction of repair.

Excavation will be done within the flagged area and in a manner evenly over the entire flagged area.

Approximately 1.0 AC

C/L Breached LeveeC/L Landward Levee Setback

Maximum Setback 170'

Landside Riverside

New Landward Levee Setback Repair

(12' Crown 1 on 3 Slopes)

Existing Grade Line

Drawing Not To Scale

Water Surface

Existing Grade Line

Breach w/ Foundation Scouring

Station 139+50 to Station 142+10

Malta Bend Levee District - Item No. 64 C-1 Drawing

C/L Existing LeveeC/L Landward Levee Setback

Maximum Setback 65'

Landside Riverside

New Landward Levee Setback Repair

(10' Crown 1 on 3.5 Slopes)

Existing Grade Line

Drawing Not To Scale

Water Surface

Existing Grade Line

Riverside Slope Failure w/ Scouring

Station 180+70 to Station 184+35

Malta Bend Levee District - Item No. 64 C-2 Drawing