W912QR20Q0052 Amendment 0001.pdf

PDF 1 MB Posted

Attached to
Buckhorn Lake Spillway Abutment Repair
Solicitation number
W912QR20Q0052
Issued by

View the file

Other files

File Type Posted
W912QR20Q0052._.pdf PDF

On GovTribe

Work with this file

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

CIVIL/OPS/ENVIRONMENTAL BR

ATTN: KARI SMITH

600 DR M L KING JR PL RM 821

LOUISVILLE KY 40202-2230

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

As a result of Amendment 0001, Solicitation W912QR20Q0052 for the Buckhorn Lake Spillway Abutment Repair is hereby amended as follows:

1. Appendix A, Sheet ID B-101, Detail A: The dimensioning has been corrected from 10 feet to 5 feet.

2. The due date has been extended from 21 April 2020 to no later than 1:00 p.m Eastern on 23 April 2020.

3. All other terms and conditions remain the same.

1. CONTRACT ID CODE PAGE OF PAGES

1 3

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

16C. DATE SIGNED

BY

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 W912QR20Q0052

X 9B. DATED (SEE ITEM 11)

07-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 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 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

17-Apr-2020

CODE

U. S. ARMY ENGINEER DISTRICT, LOUISVILLE

600 DR. MARTIN LUTHER KING, JR. PLACE

ROOM 821

LOUISVILLE KY 40202-2239

W912QR 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE 964960

FACILITY CODECODE

EMAIL:TEL:

W912QR20Q0052

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION

The required response date/time has changed from 21-Apr-2020 01:00 PM to 23-Apr-2020 01:00 PM.

The following have been modified:

SPECIAL INSTRUCTIONS

Contractor shall furnish all materials, supplies, tools, parts, equipment, transportation, disposal, labor, supervision, communication, and quality control to repair the abutment at the Buckhorn Lake Spillway, Buckhorn, KY.

The contractor’s work and responsibility will include all planning, programming, administration, management, supervision, communications and inspection necessary to assure that all work is conducted in accordance with the contract requirements and all applicable Federal, State and Local laws and regulations. All work will be performed in strict compliance with the attached specifications and all other terms and conditions incorporated herein.

Location:

United States Corps of Engineers Buckhorn Lake 804 Buckhorn Dam Road Buckhorn, KY 4121-8808

This procurement is 100% set-aside for Small Business, NAICS 238190 ($16.5 Million).

Method of Payment under this contract will be Electronic Funds Transfer (EFT) to a commercial bank account specified by the Contractor.

Note: The contract award will be based on lowest price to the Government. One firm fixed-price Purchase Order will be awarded from this RFQ. In addition to the completed price breakout schedule/price quote, the Offeror must complete and submit the Representations and Certifications located within the solicitation.

Contractors will contact the project for site visit. Contact Dewayne Shouse, 606-398-7251 Buckhorn Lake Buckhorn, KY 41721-8808. Contractors are highly encouraged to attend a site visit.

****AMDT 0001**** Quotes are due 23 April 2020, 1:00PM Eastern Time. Fax submittals will not be accepted.

Electronic submittals will be accepted and may be emailed to kari.a.smith@usace.army.mil. ****AMDT 0001****

All contractors must be registered in the System for Award Management (www.SAM.gov) prior to award of a contract. All proposed contractors are highly encouraged to review FAR Clause 52.232-33 Payments by Electronic Funds Transfer – System for Award Management, which indicates “All payments by the Government under this contract shall be made by electronic funds transfer (EFT).” Those not currently registered can obtain registration by going to the website http://www.SAM.gov. The process can usually be completed from 24 to 48 hours after submission. Contractors will need to obtain a Unique Entity Identifier (formerly DUNS number) for processing their registration. If you do not already have a Unique Entity Identifier, one can be obtained from http://www.SAM.gov.

Refer to www.SAM.gov for information formerly found in CCR, EPLS, ORCA and FedReg.

Please begin the registration process immediately in order to avoid delay of the contract award should your firm be selected.

ALERT: You must submit a notarized letter appointing the authorized Entity Administrator before your registration will be activated. This requirement now applies to both new and existing entities. Effective 29 April 2018, the notarized letter process is now mandatory on all CURRENT registrants at SAM who have a requirement to update

W912QR20Q0052

data on their SAM record. The notarized letter is mandatory and is required before the GSA Federal Service Desk (FSD) will activate the entity's registration.

Effective 29 June 2018, vendors creating or updating their registration can have their registration activated prior to the approval of the required notarized letter. However, the signed copy of the notarized letter must be sent to the GSA Federal Service Desk (FSD) within 30 days of activation or the vendor risks no longer being active in SAM.

Vendors can check whether an account is active by performing a query by their CAGE or Unique Entity Identifier (Previously known as DUNS). The new registration process may now take several weeks, so vendors are highly encouraged to begin registering as soon as possible to avoid any possible delays in future contract awards.

Remember, there is no cost to use SAM.

To find out additional information about the changes of the SAM registration process, contractors should visit the Frequently Asked Questions (FAQ) link located at the top of the SAM homepage (www.sam.gov).

(End of Summary of Changes)

G

F

E

D

C

B

A

I 2 I 3

WWR 4" x 4" - W2.9 x W2.9

1/2 0 x 18" HOOK BOLTS*

EL. 8 77 +/- - - ,.........-.-,+-I ........... ---.-........... ---.-........... ---.-........... -........... ---.---.

0 11 ,,,.

// I ROCK FACE I

u

EL. 820 · · ................ �___._...._ ................................................... -+-...._'-----!·____,,, 3'-0" 1'-0"

5'-0"

* BOLTS SHALL BE INSTALLED A MIN. OF 16" INTO

ROCK AND SECURED WITH EPOXY. SPACING

SHALL BE 3' HORIZONTALLY AND 3' VERTICALLY

ON CENTER WITH 1'-1/2" VERTICAL CLEARANCE

AND 1' HORIZONTAL CLEARANCE.

** BOLTS SHALL BE INSTALLED A MIN. OF 16"

INTO ROCK AND SECURED WITH EPOXY.

SPACING SHALL BE 3' VERTICALLY ON CENTER

WITH 1'-1/2" VERTICAL CLEARANCE

FOR USE IN HOLDING WWR IN PLACE. MAINTAIN

2" COVER.

r;':;\ BOLT LAYOUT \.!::;) NTS

%PRODUCTION DATA 1%

%PRODUCTION DATA2% %PRODUCTION DATA3% %PRODUCTION DATA4%

I 4 I 5 I 6 I 7

,� r------..._WWR 4"x4" '

W2.9xW2.9 i'.i:' �:

(.): o, 0::

16"

))< ,, ,, -..........� 2" MIN. SHOTCRETE

COVER OVER END OF

HOOK BOLTS

: J 5'-0" ) �

L_J " �a: r-'------- ,._ _, � -�E , - _-.......... ' --I'---..

, I .............__3"PVC DRAIN PIPE

0'-4"

SHOTCRETE

MIN.

SHOTCRETE & DRAIN HOLE DETAILS- TYPICAL

D51-"-!N�TS ___________________ _

FILL ANY VOIDS

WITH SHOTCRETE\

MAINTAIN 2" /

REINFORCEMENT_/

COVER FROM

EDGES

ROCK FACE

• "X .X

ABUTMENT

PIER

24"

1 /DEFORMED

V

BOLT**

�---5=-'-=0 '_' --

SHOTCRETE AROUND �BUTMENT DETAILS

A51-"-!N�TS ___________________ _

I 8 I

2" MIN.

SHOTCRETE

COVER OVER

24" HOOK BOLTS

I 10 r::----EL. 877 +/- - - - - - - - - - - )< - - - - - - - 4,_0., - - - - - - - \_TERMINATE

END

TOP OF

ROCK

I

� RIGHT ABUTMENT OAP DETAILS

� NTS

ACCESS ROAD

NO GAP BETWEEN ROAD EDGE AND

SHOTCRETE INSTALLATION.

FINISH GRADE WILL BE SLOPED

TO PREVENT WATER PONDING.

2" MIN. SHOTCRETE

COVER OVER

fr---!it-�

24" HOOK BOLTS

w :

I

� LEFT ABUTMENT CAP DETAILS

�-NT�S--------------------

11,ritll

111 ·•· 1 II

US Army Corps of Engineers•

SHEET ID

B-101

******AMDT 0001******

h2edekab Polygon

H2EDMKAS

Highlight

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