SP470216R00140001.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

2. AMENDMENT/MODIFICATION NO.

See Block 14

4. REQUISITION/PURCHASE REQ. NO.

CSC 15716

5. PROJECT NO. (If applicable)

6. ISSUED BY CODE SP4702 7. ADMINISTERED BY (If other than Item 6) CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

CODE FACILITY CODE

SP470216R0014

X

2016 JULY 07

10A. MODIFICATION OF CONTRACT/ORDER NO.

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 OffersX X is extended, is not extended.

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.

1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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:

12. ACCOUNTING AND APPROPRIATION DATA (If required)

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:

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

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

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)

NSN 7540-01-152-8070

Previous edition unusable

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA FAR (48 CFR) 53.243

16B. UNITED STATES OF AMERICA15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

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

(a) By completing Items 8 and 15, and returning

DLA CONTRACTING SVCS OFF COLUMBUS

ATTN DCSO-C

P O BOX 3990

COLUMBUS OH 43218-3990

15C. DATE SIGNED 16C. DATE SIGNED

D. OTHER (Specify type of modification and authority)

3. EFFECTIVE DATE

See Attached Continuation Sheet(s).

(X)

CHECK ONE

PAGE OF PAGES

9A. AMENDMENT OF SOLICITATION NO.

9B. DATED (SEE ITEM 11)

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

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

c012583 Typewritten Text

05 AUG 2016

Amendment 0001 is issued to extend the closing date of the solicitation from August 8, 2016 to August 15, 2016 at 1:00 p.m. due to late response from DLA Installation Services to the Site Visit questions and to provide a response to all potential vendors for this solicitation.In addition provision # 52.204-8 "Annual Representation and Certifications", (a) (1) NAICS change from 238220 to 238140. All other terms and conditions for this solicitation remain unchanged.

The below information provides questions (Q) submitted by vendors in response to the solicitation and answers (A) to those questions by the government.

Q 1. Joint Sealant Replacement is shown to continue below elevated walkways at building docks. Please confirm no joint sealant replacement is needed at lower dock areas at respective buildings.

A 1.No joint sealant replacement is needed at lower dock areas at respective buildings.

Q 2. Please confirm what size concrete repair patches should be assumed as the limit for the Sika 123 repair mortar type before utilizing the Sika 111 repair mortar noted in Concrete Repair Notes 10 & 11.

A 2. Concrete patching work shall be performed in accordance with paragraph 3.1.1.1 of the Spec. Section 03 01 30.71.

Q 3. The specifications note to sand blast corroded rebar steel to achieve white metal where rebar is visible at repair areas. Is it acceptable to use angle grinder with metal wire brush to mechanically remove corrosion from the rebar steel before priming/patching concrete area?

A 3. NO

Q 4. Please confirm only the brick areas repaired/tuck-pointed will get spot cleaning, and not the entire building facades get cleaned a part of this project.

A 4. Spot cleaning shall be used.

Q 5. Please confirm all concrete repair patches get painted to match adjacent surfaces.

A 5. Yes.

Q 6. Please confirm that on the solicitation cost sheet labeled “Section B-Supplies or Services and Prices or Cost” (page 10), that the individual Building cost amounts (CLIN 0001 thru 0007) should include respective OH&P so the totals add up to the Total Price line item.

A 6. Yes, it shall be included with each cline items.

Q 7. Please confirm correct paint system for primer and topcoats to paint over CMU and Concrete Repairs.

Also note acceptable manufacturers.

A 7. Painting work shall be performed in accordance with paragraph 3.15.1 of the Spec. Section 09 90 00.

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SP470216R0014-0001