FA2823-13-R-4010-0004_Amendment_with_Bid_Schedule.pdf

AFTC/PZIOC EGLIN - AUTUM GASPARETTO

308 WEST D AVE, BLDG 260, STE 130

EGLIN AFB FL 32542-5418

F1T0DE3031A001 C-VE-13-01

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 Summary of Changes

1. CONTRACT ID CODE PAGE OF PAGES

J 1 3

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

16C. DATE SIGNED

BY 17-Jun-2013

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 FA2823-13-R-4010

X 9B. DATED (SEE ITEM 11)

31-May-2013

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, 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 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-Jun-2013

CODE

AFTC/PZIO EGLIN - FA2823

308 WEST D AVENUE, SUITE 130 (BLDG 260)

EGLIN AFB FL 32542-5418

FA2823 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE FA2823

FACILITY CODECODE

EMAIL:TEL:

FA2823-13-R-4010

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION SF 30 - BLOCK 14 CONTINUATION PAGE

The following have been added by full text:

AMENDMENT 4

1. The purpose of this amendment is to document the rescheduled site visit because the Range was closed due to weather. The new site visit is going to be held on 20 June 2013 at 1330. Contractors will meet at the East Gate Visitors Center (Valparaiso side) and we will caravan over to the range.

2. Also, base passes are no longer needed for this site visit because we aren’t actually going on base. The Range is an off base site and contractors will be able to go on with an escort.

3. The bid schedule has been updated by breaking up the Add/Subtract Concrete CLIN into different psi ranges.

4. All other terms and conditions remain unchanged.

SECTION A - SOLICITATION/CONTRACT FORM

The required performance has changed from THE GOVERNMENT REQUIRES

PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTSCONSTRUCT

CONCRETE TARGETSCONSTRUCT CONCRETE TARGETS REQUIREMENTS

CONTRACT IAW: SPECIFICATION C-VE-13-01 DATED 1 NOV 12 AND DRAWINGS 13-

TA-C74-01 DATED 1 NOV 12THIS ACQUISITION IS 100% SET-ASIDE FOR SMALL

BUSINESSTHE MAGNITUDE OF CONSTRUCTION IS BETWEEN $1,000,000.00 AND

$5,000,000.00A SITE VISIT WILL BE HELD ON 17 JUNE 13 AT 1300. ALL

CONTRACTORS WILL MEET CONTRACTING POC AT THE EAST GATE OF EGLIN

AFB (VALPARASIO SIDE) AND THEN DRIVE OVER TO TEST AREA C-74BASE PASS

DOCUMENTATION IS RECOMMENDED TO BE TURNED IN 3 BUSINESS DAYS

BEFORE THE SITE VISIT TO ALLOW PROCESSINGCONTRACTOR WILL READ

SECTION L AND M CAREFULLY AND COMPLY WITH ALL REQUIREMENTSTHE

PROPOSAL MUST BE MAILED OR HANDCARRIED TO AFTC/PZIOC, 308 WEST D.

AVE, SUITE 130, BUILDING 260, EGLIN AFB, FL 32542-5418SEE CONTRACT CLAUSE

52.228-1, BID GUARANTEE AND CONTRACT CLAUSE 52.236-27, SITE VISIT

INFORMATIONALL INTERESTED CONTRACTORS ARE ENCOURAGED TO REGISTER

ON THE INTERESTED VENDORS LIST ON THE FEDERAL BUSINESS OPPORTUNITIES

WEBSITE to THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK

DESCRIBED IN THESE DOCUMENTSCONSTRUCT CONCRETE TARGETSCONSTRUCT

CONCRETE TARGETS REQUIREMENTS CONTRACT IAW: SPECIFICATION C-VE-13-

01 DATED 1 NOV 12 AND DRAWINGS 13-TA-C74-01 DATED 1 NOV 12THIS

ACQUISITION IS 100% SET-ASIDE FOR SMALL BUSINESSTHE MAGNITUDE OF

CONSTRUCTION IS BETWEEN $1,000,000.00 AND $5,000,000.00A SITE VISIT IS

FA2823-13-R-4010

RESCHEDULED TO 20 JUNE 2013 AT 1330.. ALL CONTRACTORS WILL MEET

CONTRACTING POC AT THE EAST GATE OF EGLIN AFB (VALPARASIO SIDE) AND

THEN DRIVE OVER TO TEST AREA C-74BASE PASS DOCUMENTATION IS NO

LONGER REQUIRED BECAUSE THE RANGE DOES NOT REQUIRE PASSES WITH

ESCORTSCONTRACTOR WILL READ SECTION L AND M CAREFULLY AND COMPLY

WITH ALL REQUIREMENTSTHE PROPOSAL MUST BE MAILED OR HANDCARRIED

TO AFTC/PZIOC, 308 WEST D. AVE, SUITE 130, BUILDING 260, EGLIN AFB, FL 32542-

5418SEE CONTRACT CLAUSE 52.228-1, BID GUARANTEE AND CONTRACT CLAUSE

52.236-27, SITE VISIT INFORMATIONALL INTERESTED CONTRACTORS ARE

ENCOURAGED TO REGISTER ON THE INTERESTED VENDORS LIST ON THE

FEDERAL BUSINESS OPPORTUNITIES WEBSITE.

(End of Summary of Changes)

1 Nov 12

BIDDING SCHEDULE “A”

Furnish all plant, labor, materials and equipment, and perform all operations in connection with Construct Concrete Targets at Eglin AFB FL, in accordance with Specification No. C-VE-13-01 dated 1 Nov 12, Title page, Table of Contents, and pages 01010-1 through 01010-5 and Drawing No. 13-TA-C74-01, dated 1 Nov 12, in 10 sheets.

Note: (10) indicates targets that can be constructed with concrete compressive strengths up to minimum 10,000 psi at 28 days. (15) indicates targets that can be constructed with concrete strength between 10,001 psi and 15,000 psi at 28 days. Required concrete compressive strength will be as specified on the delivery order. There is no price adjustment for (10) targets constructed with concrete compressive strengths ordered <10,001 psi or for (15) targets constructed with concrete compressive strengths ordered >10,001 psi or <15,000 psi, or for (20) targets constructed with concrete compressive strengths ordered with minimum 20,000 psi.

BASIC YEAR:

ITEM NO. DESCRIPTION QT

Y

UNI

T

UNIT PRICE TOTAL

0001 TARGET TYPES $ $

0013AA N (10) 4 ea 0013AB N (15) 1 ea 0013AC S (10) 3 ea 0013AD S (15) 1 ea 0013AE S(20) 1 ea 0013AF S-1(10) 1 ea 0011AG S-1(15) 1 ea 0013AH T (10) 1 ea 0013AI T(15) 1 ea 0013AJ BB (10) 2 ea 0013AK BB (15) 1 ea 0013AL FF (10) 2 ea 0013AM FF (15) 1 ea 0013AN NN (10) 1 ea 0013AO NN (15) 1 ea 0013AP SS (10) 1 ea 0013AQ SS (15) 1 ea 0013AR UU (10) 1 ea 0013AS UU (15) 1 ea 0013AT YYY (10) 1 ea 0013AU YYY (15) 1 ea

0013AV LLLL (10) 3 ea 0013AW LLLL (15) 1 ea 0013AX MMMM(10) 2 ea 0013AY MMMM(15) 1 ea 0013AZ SSSS (10) 1 ea 0013BA SSSS (15) 1 ea 0013BB TTTT (10) 3 ea 0013BC TTTT (15) 1 ea 0013BD UUUU (10) 1 ea 0013BE UUUU (15) 1 ea 0013BF VVVV (10) 1 ea 0013BG VVVV (15) 1 ea 0013BH WWWW (10) 1 ea 0013BI WWWW (15) 1 ea 0013BJ XXXX (10) 1 ea 0013BK XXXX (15) 1 ea 0013BL YYYY(10) 3 ea 0013BM YYYY(15) 1 ea 0013BN ZZZZ(10) 2 ea 0013BO ZZZZ(15) 1 ea 0013BP AAAAA(10) 8 ea 0013BQ AAAAA(15) 2 ea 0013BR BBBBB(10) 2 ea 0013BS BBBBB(15) 1 ea 0013BT CCCCC(10) 2 ea 0013BU CCCCC(15) 1 ea 0013BV DDDDD(10) 7 ea 0013BW DDDDD(15) 2 ea 0013BX EEEEE(10) 2 ea 0013BY EEEEE(15) 1 ea 0013BZ FFFFF(10) 4 ea 0013CA FFFFF(15) 1 ea 0013CB HHHHH-1(10) 1 ea 0013CC HHHHH-1(15) 1 ea 0013CD AFRL 6-4(10) 7 ea 0013CE AFRL 2.5-5(10) 2 ea 0013CF AFRL 2.5-3(10) 3 ea 0013CG HTSF-FAAT 1 ea

ESTIMATED TOTAL AMOUNT, ITEM 0001: $

0002 Provide one (1) two (2) cylinder set of concrete test specimens to be made at the time of pour and tested when the target they represent is used in an AF test mission. These cylinders are in addition to paragraph 2.10, section 03316 specification requirements.

1 ea ____________

ESTIMATED TOTAL AMOUNT, ITEM 0001-0002: $

*0003 Decrease or Increase Reinforcing Steel 25 Ton _____________ _____________

*0005 Decrease or Increase in Concrete Volume (0-10,000psi) 30 CY _____________ _____________

*0006 Decrease or Increase in Concrete Volume (10,000psi-15,000psi) 30 CY _____________ _____________

*0007 Decrease or Increase in Concrete Volume (15,000psi-20,000psi) 5 CY _____________ _____________

*0008 Add/Subtract Structural Steel (In Place) 10 Ton _____________ _____________

*0009 Add/Subtract Excavation 100 CY _____________ _____________

*0010 6" Thick Compacted Limerock Base (In Place) 300 SY _____________ _____________

*An increase or decrease in steel, concrete, excavation or lime rock will cause an increase or decrease in the target cost by the unit price amount multiplied by the number of units ordered.

**ESTIMATED TOTAL AMOUNT, ITEM 0001-0010: $ _________________________

** For competitive reasons, this total will be all values including the addition amounts on items 0003-0010. This total will be what is placed in Section B of solicitation for CLIN 0001.

dated 1 Nov 12, Title page, Table of Contents, and pages 01010-1 through 01010-5 and Drawing No. 13-TA-C74-01, dated 1 Nov 12, in 10 sheets.

Note: (10) indicates targets that can be constructed with concrete compressive strengths up to minimum 10,000 psi at 28 days. (15) indicates targets that can be constructed with concrete strength between 10,001 psi and 15,000 psi at 28 days. Required concrete compressive strength will be as specified on the delivery order. There is no price adjustment for (10) targets constructed with concrete compressive strengths ordered <10,001 psi or for (15) targets constructed with concrete compressive strengths ordered >10,001 psi or <15,000 psi, or for (20) targets constructed with concrete compressive strengths ordered with minimum 20,000 psi.

FIRST OPTION YEAR:

ITEM NO. DESCRIPTION QTY UNIT UNIT PRICE TOTAL

1001 TARGET TYPES $ $

1013AA N (10) 4 ea 1013AB N (15) 1 ea 1013AC S (10) 3 ea 1013AD S (15) 1 ea 1013AE S(20) 1 ea 1013AF S-1(10) 1 ea 1011AG S-1(15) 1 ea 1013AH T (10) 1 ea 1013AI T(15) 1 ea 1013AJ BB (10) 2 ea 1013AK BB (15) 1 ea 1013AL FF (10) 2 ea 1013AM FF (15) 1 ea 1013AN NN (10) 1 ea 1013AO NN (15) 1 ea 1013AP SS (10) 1 ea 1013AQ SS (15) 1 ea 1013AR UU (10) 1 ea 1013AS UU (15) 1 ea 1013AT YYY (10) 1 ea 1013AU YYY (15) 1 ea

1013AV LLLL (10) 3 ea 1013AW LLLL (15) 1 ea 1013AX MMMM(10) 2 ea 1013AY MMMM(15) 1 ea 1013AZ SSSS (10) 1 ea 1013BA SSSS (15) 1 ea 1013BB TTTT (10) 3 ea 1013BC TTTT (15) 1 ea 1013BD UUUU (10) 1 ea 1013BE UUUU (15) 1 ea 1013BF VVVV (10) 1 ea 1013BG VVVV (15) 1 ea 1013BH WWWW (10) 1 ea 1013BI WWWW (15) 1 ea 1013BJ XXXX (10) 1 ea 1013BK XXXX (15) 1 ea 1013BL YYYY(10) 3 ea 1013BM YYYY(15) 1 ea 1013BN ZZZZ(10) 2 ea 1013BO ZZZZ(15) 1 ea 1013BP AAAAA(10) 8 ea 1013BQ AAAAA(15) 2 ea 1013BR BBBBB(10) 2 ea 1013BS BBBBB(15) 1 ea 1013BT CCCCC(10) 2 ea 1013BU CCCCC(15) 1 ea 1013BV DDDDD(10) 7 ea 1013BW DDDDD(15) 2 ea 1013BX EEEEE(10) 2 ea 1013BY EEEEE(15) 1 ea 1013BZ FFFFF(10) 4 ea 1013CA FFFFF(15) 1 ea 1013CB HHHHH-1(10) 1 ea 1013CC HHHHH-1(15) 1 ea 1013CD AFRL 6-4(10) 7 ea 1013CE AFRL 2.5-5(10) 2 ea 1013CF AFRL 2.5-3(10) 3 ea 1013CG HTSF-FAAT 1 ea

ESTIMATED TOTAL AMOUNT, ITEM 1001: $

1002 Provide one (1) two (2) cylinder be made at the time of pour and tested when the target they represent is used in an AF test mission. These cylinders are in addition to paragraph 2.10, section 03316 specification requirements.

1 ea _____________ _____________

ESTIMATED TOTAL AMOUNT, ITEM 1001-1002: $

*1003

Steel 25 Ton _____________ _____________

*1005 Decrease or Increase in Concrete Volume (0-10,000psi) 30 CY _____________ _____________

*1006 Decrease or Increase in Concrete Volume (10,000psi-15,000psi) 30 CY _____________ _____________

*1007 Decrease or Increase in Concrete Volume (15,000psi-20,000psi) 5 CY _____________ _____________

*1008 Add/Subtract Structural Steel (In Place) 10 Ton _____________ _____________

*1009 Add/Subtract Excavation 100 CY _____________ _____________

*1010

*An increase or decrease in steel, concrete, excavation or lime rock will cause an increase or decrease in

**ESTIMATED TOTAL AMOUNT, ITEM 1001-1010: $ _________________________

1003-1010. This total will be what is placed in Section B of solicitation for CLIN 1001.

dated 1 Nov 12, Title page, Table of Contents, and pages 01010-1 through 01010-5 and Drawing No. 13-TA-C74-01, dated 1 Nov 12, in 10 sheets.

Note: (10) indicates targets that can be constructed with concrete compressive strengths up to minimum 10,000 psi at 28 days. (15) indicates targets that can be constructed with concrete strength between 10,001 psi and 15,000 psi at 28 days. Required concrete compressive strength will be as specified on the delivery order. There is no price adjustment for (10) targets constructed with concrete compressive strengths ordered <10,001 psi or for (15) targets constructed with concrete compressive strengths ordered >10,001 psi or <15,000 psi, or for (20) targets constructed with concrete compressive strengths ordered with minimum 20,000 psi.

SECOND OPTION YEAR:

ITEM NO. DESCRIPTION QTY UNIT UNIT PRICE TOTAL

2001 TARGET TYPES $ $

2013AA N (10) 4 ea 2013AB N (15) 1 ea 2013AC S (10) 3 ea 2013AD S (15) 1 ea 2013AE S(20) 1 ea 2013AF S-1(10) 1 ea 2011AG S-1(15) 1 ea 2013AH T (10) 1 ea 2013AI T(15) 1 ea 2013AJ BB (10) 2 ea 2013AK BB (15) 1 ea 2013AL FF (10) 2 ea 2013AM FF (15) 1 ea 2013AN NN (10) 1 ea 2013AO NN (15) 1 ea 2013AP SS (10) 1 ea 2013AQ SS (15) 1 ea 2013AR UU (10) 1 ea 2013AS UU (15) 1 ea 2013AT YYY (10) 1 ea 2013AU YYY (15) 1 ea

2013AV LLLL (10) 3 ea 2013AW LLLL (15) 1 ea 2013AX MMMM(10) 2 ea 2013AY MMMM(15) 1 ea 2013AZ SSSS (10) 1 ea 2013BA SSSS (15) 1 ea 2013BB TTTT (10) 3 ea 2013BC TTTT (15) 1 ea 2013BD UUUU (10) 1 ea 2013BE UUUU (15) 1 ea 2013BF VVVV (10) 1 ea 2013BG VVVV (15) 1 ea 2013BH WWWW (10) 1 ea 2013BI WWWW (15) 1 ea 2013BJ XXXX (10) 1 ea 2013BK XXXX (15) 1 ea 2013BL YYYY(10) 3 ea 2013BM YYYY(15) 1 ea 2013BN ZZZZ(10) 2 ea 2013BO ZZZZ(15) 1 ea 2013BP AAAAA(10) 8 ea 2013BQ AAAAA(15) 2 ea 2013BR BBBBB(10) 2 ea 2013BS BBBBB(15) 1 ea 2013BT CCCCC(10) 2 ea 2013BU CCCCC(15) 1 ea 2013BV DDDDD(10) 7 ea 2013BW DDDDD(15) 2 ea 2013BX EEEEE(10) 2 ea 2013BY EEEEE(15) 1 ea 2013BZ FFFFF(10) 4 ea 2013CA FFFFF(15) 1 ea 2013CB HHHHH-1(10) 1 ea 2013CC HHHHH-1(15) 1 ea 2013CD AFRL 6-4(10) 7 ea 2013CE AFRL 2.5-5(10) 2 ea 2013CF AFRL 2.5-3(10) 3 ea 2013CG HTSF-FAAT 1 ea

ESTIMATED TOTAL AMOUNT, ITEM 2001: $

2002 Provide one (1) two (2) cylinder be made at the time of pour and tested when the target they represent is used in an AF test mission. These cylinders are in addition to paragraph 2.10, section 03316 specification requirements.

1 ea _____________ _____________

ESTIMATED TOTAL AMOUNT, ITEM 2001-2002: $

*2003

Steel 25 Ton _____________ _____________

*2005 Decrease or Increase in Concrete Volume (0-10,000psi) 30 CY _____________ _____________

*2006 Decrease or Increase in Concrete Volume (10,000psi-15,000psi) 30 CY _____________ _____________

*2007 Decrease or Increase in Concrete Volume (15,000psi-20,000psi) 5 CY _____________ _____________

*2008 Add/Subtract Structural Steel (In Place) 10 Ton _____________ _____________

*2009 Add/Subtract Excavation 100 CY _____________ _____________

*2010

*An increase or decrease in steel, concrete, excavation or lime rock will cause an increase or decrease in

**ESTIMATED TOTAL AMOUNT, ITEM 2001-2010: $ _________________________

2003-2010. This total will be what is placed in Section B of solicitation for CLIN 2001.