Amendment 2 47PF0023R0014 total.pdf

Offers 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 or (c) By separate letter or electronic communication 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 letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

E. IMPORTANT: Contractor is not is required to sign this document and return copies to the issuing office.

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NUMBER 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER 5. PROJECT NUMBER (If applicable)

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

9A. AMENDMENT OF SOLICITATION NUMBER

9B. DATED (SEE ITEM 11)

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended. is not extended.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, 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)

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.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

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

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

INSTRUCTIONS (Back Page):

Instructions for items other than those that are self-explanatory, are as follows:

Item 1 (Contract ID Code). Insert the contract type identification code that appears in the title block of the contract being modified.

Item 3 (Effective date).

(1)

(2)

(3)

(4)

(5)

For a solicitation amendment, change order, or administrative change, the effective date shall be the issue date of the amendment, change order, or administrative change.

For a supplemental agreement, the effective date shall be the date agreed to by the contracting parties.

For a modification issued as an initial or confirming notice of termination for the convenience of the Government, the effective date and the modification number of the confirming notice shall be the same as the effective date and modification number of the initial notice.

For a modification converting a termination for default to a termination for the convenience of the Government, the effective date shall be the same as the effective date of the termination for default.

For a modification confirming the contracting officer's determination of the amount due in settlement of a contract termination, the effective date shall be the same as the effective date of the initial decision.

(a)

(b)

(c)

(d)

(e)

(f)

Item 6 (Issued By). Insert the name and address of the issuing office. If applicable, insert the appropriate issuing office code in the code block.

Item 8 (Name and Address of Contractor). For modifications to a contract or order, enter the contractor's name, address, and code as shown in the original contract or order, unless changed by this or a previous modification.

Items 9, (Amendment of Solicitation Number - Dated), and 10, (Modification of Contract/Order Number - Dated). Check the appropriate box and in the corresponding blanks insert the number and date of the original solicitation, contract, or order.

Item 12 (Accounting and Appropriation Data).

When appropriate, indicate the impact of the modification on each affected accounting classification by inserting one of the following entries:

(2) Accounting classification Net decrease $

Include subject matter or short title of solicitation/contract where feasible.

Item 16B. The contracting officer's signature is not required on solicitation amendments. The contracting officer's signature is normally affixed last on supplemental agreements.

(i)

NOTE: If there are changes to multiple accounting classifications that cannot be placed in block 12, insert an asterisk and the words "See continuation sheet".

Item 13. Check the appropriate box to indicate the type of modification. Insert in the corresponding blank the authority under which the modification is issued. Check whether or not contractor must sign this document. (See FAR 43.103.)

Item 14 (Description of Amendment/Modification).

Organize amendments or modifications under the appropriate Uniform Contract Format (UCF) section headings from the applicable solicitation or contract. The UCF table of contents, however, shall not be set forth in this document.

Indicate the impact of the modification on the overall total contract price by inserting one of the following entries:

(i) Total contract price increased by $

(ii) Total contract price decreased by $

(iii) Total contract price unchanged.

State reason for modification.

When removing, reinstating, or adding funds, identify the contract items and accounting classifications.

(g)

(h)

When the SF 30 is used to reflect a determination by the contracting officer of the amount due in settlement of a contract terminated for the convenience of the Government, the entry in Item 14 of the modification may be limited to --

(i) A reference to the letter determination; and

(ii) A statement of the net amount determined to be due in settlement of the contract.

(1)

(2)

(3)

(4)

(5)

(6)

STANDARD FORM 30 (REV. 11/2016) BACK

(1) Accounting classification Net increase $

Minton-Capehart Federal Building Garage Deck Repairs

The following changes have been made to the Bidding Documents:

1. Drawing AE-101 – Lower Deck Level – RCP Plan

An additional drain repair reference was added.

2. Drawing SB-102 – Upper Deck Level Plan Added Note 2

3. Drawing SF-101 – Lower Deck Level - Soffit Level Added note 2 Additional drain repair reference was added.

4. Bid Sheet: Add the attached Bid Sheet which indicates the repair type and quantities which are located on the drawings. The Contractor is required to fill out the Bid Sheet with the appropriate unit prices and submit the Bid Sheet with all formal bidding proposal information to the GSA. The unit costs provided by the contractor will be used to support the bid proposal amount as well as the add/deduct pricing for actual quantities required for the project.

5. Scope Clarifications

1. Note 16, on drawing SF-300, clarifies that the sealer is only to be installed over the patched area after material has cured.

2. Shotcrete is not an acceptable repair method.

3. Detail 2D on drawing SF-300 indicates the repair area is to include the perimeter of the beam for the 100 sf.

4. Repair of the expansion joints will be as required based on the specific requirements of the expansion joint manufacturer chosen by the Contractor.

5. No repair or replacement of the deck coating is included in this project.

6. The existing striping will remain in place and will be properly prepared to receive the new striping material.

7. The period of performance for each phase will be extended to 90 days per phase to allow for preparation, installation and curing of products.

RFI #3

1. The Bid Form included an erroneous identifier for the top of the upper deck soffit repair – the quantity identifier should read “LF”

6. Scope/Design Approach Clarification:

GSA initiated the project to extend the useful life of the deck by addressing the significantly deteriorated concrete framing elements, drain replacement, and surface repairs. It is not the intent of the project to comprehensively repair/replace the entire deck surface or all deteriorated areas. Instead, the project scope is as noted on the documents and as identified per the process outlined in the addendum note 2 item herein and on sheets SB-102 and SF-101. Quantities of the anticipated repairs are as shown on the drawings and noted on the bid sheet which is included in the addendum.

End of Addendum No.1 -

SENSITIVE BUT UNCLASSIFIED (SBU) - PROPERTY OF THE UNITED STATES GOVERNMENT. COPYING, DISSEMINATION, OR DISTRIBUTION OF THESE DRAWINGS, PLANS, OR SPECIFICATIONS TO UNAUTHORIZED PERSONS IS PROHIBITED. DO NOT REMOVE THIS NOTICE. PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED.

X

OPEN AREA

ABOVE

OPEN AREA

ABOVE

OPEN AREA

ABOVE

OPEN AREA

ABOVE

X X X X X X X X X X

EXISTING

STRUCTURE

STEEL FRAMING

TO REMAIN

X X X X X X X

X X X X X

X X X X X X X

X X X X X X X X

X X X X X X X X X X X

1 1 1 SEE DETAIL 2/AE-102

X X X

EXISTING

X STRUCTURE SXTEEL X

FRAMING TO

REMAIN

X STRUCTURE STEEL X

X STRUCTURE XSTEEL X

X STRUCTURE SXTEEL X

EXISTING STRUCTURE

STEEL FRAMING TO REMAIN

EXISTING 32" W x 24" D

CXONCRETE BEAXM

SEE DETAIL 3/AE-102

XCONCRETE BEAXM

X X X X

CXONCRETE BEAMX X X X

X X X 1

SEE DETAIL 1/A-102

X X X X X X

OPEN AREA

ABOVE

X

X X X X X X X X X X X X X X X X X X X X X X X X X X X

VEHICULAR EXIT

RAMP UP

VEHICULAR ACCESS

RAMP DOWN

PLAN

NORTH

TRUE

NORTH

LOWER DECK LEVEL - RCP PLAN

1/16" = 1'-0"

EXISTING

STRUCTURE

X STEEL FRAMING

TO REMAIN

X

X X

GREAT LAKES REGION 5

PROPERTY OF THE UNITED

STATES GOVERNMENT

FOR OFFICIAL USE ONLY

MARION, IL NASHVILLE, TN

PHONE: 618.998.8015 PHONE: 615.810.0900

IL Design Firm No. 184.004212-001 BHDGArchitects.com TN Design Firm No. 5311

EXISTING RCP LEGEND

EXISTING EXPOSED CONCRETE DECK

X EXISTING SPRINKLER LINES TO REMAIN.

CONTRACTOR TO V.I.F.

EXISTING STROBE / EMERGENCY LIGHT TO

REMAIN.

EXISTING EXIT SIGN/EMERGENCY LIGHT TO

REMAIN.

RCP LEGEND

AREA OF BEAM REPAIR

AREA OF DRAIN REPAIR

RCP KEY NOTES #

1. REMOVE AND DISPOSE OF EXISTING ROOF DRAIN

ABOVE. INSTALL NEW DECK DRAIN PER DETAIL

4/A-102.

2. REMOVE CONDUIT UNDER BEAM AND DECK.

MAINTAIN ELECTRICAL WIRING. INSTALL TWO

JUNCTION BOXES AFTER BEAM IS REPAIRED. INSTALL

NEW CONDUIT BETWEEN JUNCTION BOXES AND

RESTORE LIGHTING WIRING (TO MATCH EXISTING.)

AGRICULTURE

EXPIRES 2-29-24

SIGNED: NOV 21, 2022

C O

N

TR

A C

TO

R

S

A/E CON. NO.

A/E TASK NO.

CONS. CONTR.

CONS. WORK

PRIME A/E BHDG ARCHITECTS

SUB A/E

CONSTR. CON.

CONTRACTOR INFO

1 ADDED DRAIN REPAIR 02-24-2023

MARK DESCRIPTION DATE

REVISION

GENERAL SERVICES ADMINISTRATION

BLDG NAME MINTON-CAPEHART FEDERAL BUILDING

STREET 575 N. PENNSYLVANIA ST.

CITY/ST./ZIP INDIANAPOLIS IN 46204

PROJ. DESC. GARAGE DECK REPAIRS

GSA PM SEAN B. MCDUFFE SHEET SIZE 24 X 36

TITLE LOWER DECK LEVEL - RCP

DATE 11-21-22 DRAWN BY ZAC

FLOOR NO. DISCIPLINE ARCH PCN NO.

BLDG NO. IN0133ZZ SHEET DESIGNATOR

DRAWING NO.

AE-101

SHEET 8 OF 11

SENSITIVE BUT UNCLASSIFIED (SBU) - PROPERTY OF THE UNITED STATES GOVERNMENT. COPYING, DISSEMINATION, OR DISTRIBUTION OF THESE DRAWINGS, PLANS, OR SPECIFICATIONS TO UNAUTHORIZED PERSONS IS PROHIBITED. DO NOT REMOVE THIS NOTICE. PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED.

16 17 18 19 20 21 22 23 24 25 26 27 28 29

2 IN EXPANSION JOINT

REPAIR IS LOCATED

IN PARKING SPOT 145

AND SURROUNDING

DRIVE LANES

REPAIR IS LOCATED 2

IN PARKING SPOT 190

AND DRIVE LANE

2 1

2 IN EXPANSION JOINT

T

REPAIR IS LOCATED IN

DRIVE LANE BETWEEN

PARKING SPOTS 189 &220

SEE 'REPAIR

SCHEDULE'

SHEET S-300 1

REPAIR IS

LOCATED IN

PARKING SPOTS

121 & 123

3 IN EXPANSION JOINT

SHEET S-300

EXPANSION JOINT IS 3

IN EXCEPT BETWEEN

COLUMN LINES 20 & 22

WHERE IT IS 1 IN

REPAIR IS IN PARKING

SPOT 188 AND DRIVE

LANE

REPAIR IS IN PARKING SPOT 149

REPAIR IS LOCATED

IN DRIVE LANE

BETWEEN PARKING

SPOTS 218,216, 187

AND 185

3 IN EXPANSION JOINT

REPAIR IS

LOCATED IN THE

DRIVE LANE

BETWEEN

PARKING SPOTS

183 AND 214

Q

P

N

M

L

K

J

1 UPPER DECK LEVEL PLAN

SCALE: 1/16" = 1'-0"

NOTES:

1. SEE PHASING PLANS FOR AREAS AVAILABLE FOR REPAIRS.

2. HATCHING ON PLANS SHOWS THE GENERAL LOCATION OF THE CONCRETE REPAIRS. ACTUALLY SIZE AND LOCATION WILL BE DETERMINED IN THE FIELD BY SOUNDING

AND WILL BE APPROVED BY ENGINEER PRIOR TO DEMOLITION..

N

TR

A C

TO

CONS. CONTR.

CONS. WORK

PRIME A/E BHDG ARCHITECTS

SUB A/E

REVISION

GENERAL SERVICES ADMINISTRATION

BLDG NAME MINTON-CAPEHART FEDERAL BUILDING

STREET 575 N. PENNSYLVANIA ST.

CITY/ST./ZIP INDIANAPOLIS IN 46204

PROJ. DESC. GARAGE DECK REPAIRS

GSA PM SEAN B. MCDUFFE SHEET SIZE 24 X 36

TITLE SLAB LEVEL PLAN

DATE 11/21/2022 DRAWN BY CSK

FLOOR NO. DISCIPLINE PCN NO.

BLDG NO. IN0133ZZ SHEET DESIGNATOR

DRAWING NO.

SB-102

SHEET 6 OF 11

SENSITIVE BUT UNCLASSIFIED (SBU) - PROPERTY OF THE UNITED STATES GOVERNMENT. COPYING, DISSEMINATION, OR DISTRIBUTION OF THESE DRAWINGS, PLANS, OR SPECIFICATIONS TO UNAUTHORIZED PERSONS IS PROHIBITED. DO NOT REMOVE THIS NOTICE. PROPERLY DESTROY DOCUMENTS WHEN NO LONGER NEEDED.

16 17 18 19

20 21

22 23 24 25 26 27 28 29

3 BEAM REPAIR

BEAM REPAIR 3

DRAIN REPAIR. SEE ARCHITECTURAL DRAWING

BEAM REPAIR

AT COLUMN 3

CONNECTION

SEE 'REPAIR

DRAIN REPAIR SEE

ARCHITECTURAL

DRAWINGS

DRAIN REPAIR SEE

ARCHITECTURAL

DRAWINGS

BEAM REPAIR

AT COLUMN 3

CONNECTION

T

Q

P

N

M

L

K

J

1 LOWER DECK LEVEL - SOFFIT LEVEL

SCALE: 1/16" = 1'-0"

NOTES:

1. SEE PHASING PLANS FOR AREAS AVAILABLE FOR REPAIRS.

2. HATCHING ON PLANS SHOWS THE GENERAL LOCATION OF THE CONCRETE REPAIRS. ACTUALLY SIZE AND LOCATION WILL BE DETERMINED IN THE FIELD BY SOUNDING

AND WILL BE APPROVED BY ENGINEER PRIOR TO DEMOLITION.

N

TR

A C

TO

CONS. CONTR.

CONS. WORK

PRIME A/E BHDG ARCHITECTS

SUB A/E

REVISION

GENERAL SERVICES ADMINISTRATION

BLDG NAME MINTON-CAPEHART FEDERAL BUILDING

STREET 575 N. PENNSYLVANIA ST.

CITY/ST./ZIP INDIANAPOLIS IN 46204

PROJ. DESC. GARAGE DECK REPAIRS

GSA PM SEAN B. MCDUFFE SHEET SIZE 24 X 36

TITLE SOFFIT LEVEL PLAN

DATE 11/21/2022 DRAWN BY CSK

FLOOR NO. DISCIPLINE PCN NO.

BLDG NO. IN0133ZZ SHEET DESIGNATOR

DRAWING NO.

SF-101

SHEET 5 OF 11

2 S Main St Akron, OH 44308-1818 USA

See attached addendum.

2 S Main St Akron, OH 44308 USA NameandTitleSigner[0]: