B.08.03 Solicitation Amend 0002.pdf

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Attached to
Tadpole Chute Repairs Federal contract opportunity
Solicitation number
W912DQ23B1038
Issued by
Department of the Army Corps of Engineers Engineering District Kansas City

About this file

This amendment modifies a solicitation for construction services at Tadpole Chute on the Missouri River in Moniteau County. The work includes construction of a new flow control structure and adjacent bank paving without floating plant access. The requirement is a 100% small business set-aside that will result in one firm-fixed-price award. The NAICS code is 237990 and size standard is $39.5 million. The estimated value is between $1-5 million. The U.S. Army Corps of Engineers, Kansas City District is the contracting agency. The amendment updates specifications and drawings, adding details on haul road construction and restoration, and revising sheet indexes and location maps. Offerors must acknowledge receipt of the amendment on the bidding form for their proposal to be considered.

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Other files for this federal contract opportunity

Other files attached to Tadpole Chute Repairs, newest first.
File Type Posted
C.04.01 Abstract of Offers W912DQ23B1038 Tadpole Chute Repair - Singed.pdf PDF
C.04.01 Abstract of Offers Cont. W912DQ23B1038 Tadpole Chute Repair.pdf PDF
Bid Opening Spreadsheet-Tadpole Chute Repair.xlsx XLSX spreadsheet
MRRP_TP_G-002.pdf PDF
Revised Earthwork Spec_15 May.pdf PDF
MRRP_TP_CS502.pdf PDF
Bidder Inquires and Answers-Tadpole Chute.pdf PDF
B.08.03 Solicitation Amend 0001.pdf PDF
Site Visit Sign-In Sheet.pdf PDF
MRRP_TP_RTA.pdf PDF
FY23 TADPOLE CHUTE REPAIR RTA Specs.pdf PDF
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Text version

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 solicitation is amended to update specs and draw ings. See below for details.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

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

16C. DATE SIGNED

BY 16-May-2023

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 W912DQ23B1038

X 9B. DATED (SEE ITEM 11)

12-Apr-2023

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

16-May-2023

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:

W912DQ23B1038

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 DETAILS

The SOLICITATION is amended as follows:

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

1. SPECIFICATIONS:

a. Section 31 00 00 Paragraph No 3.3 HAUL ROADS

3.3 HAUL ROADS

Haul roads shall be constructed to maintain the intended traffic, be free draining, and be maintained in good condition throughout the Contract Period. Areas on each side of the haul road corridor or disposal route shall not be disturbed. Haul roads or disposal routes on the top of the bank constructed during the Contract Period shall be removed following construction and restored the lines and grades to the preconstruction conditions. Dust control shall be provided as needed to ensure safe operation at all times. Haul roads shall be maintained during construction to preconstruction natural grade or higher if drainage between the haul road and the levee is not adversely impacted. If rock aggregate is used for construction of haul roads a geotextile or graded subbase layer shall be used at the base of the aggregate to prevent pumping of foundation soils into the aggregate surfacing. Development of ruts and depressions shall be closely monitored and hauling halted until ruts are filled and compacted.

Rutting below initial ground surface shall be filled with material consisting of clay or silt. Blading to fill ruts will not be allowed. After construction, haul road shall be returned to pre-construction condition. Contracting Officer will provide disposal location for excess material if appropriate.

Contractor shall stay on the landside of the haul road limits when in proximity to the levee. Material shall be placed on the haul road where the haul road crosses the levee as shown on the drawings.

2. DRAWINGS:

a. G-002 SHEET INDEX AND LOCATION MAP

b. CS502 DETAILS

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.

(End of Summary of Changes)

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