Attachment 5 Pricing Schedule.xlsx

XLSX spreadsheet 27 KB Posted Sep 30, 2020

Attached to: CONSTRUCT CONCRETE TARGETS Federal contract opportunity
Solicitation number: FA282320R0025
Issued by: Department of the Air Force Materiel Command Test Center

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Other files attached to CONSTRUCT CONCRETE TARGETS, newest first.
File	Type	Posted
Amendment 4.pdf	PDF	Mar 8, 2021
Updated Questions and Answers Amendment 3.docx	DOCX document	Feb 10, 2021
Questions and Answers Amendment 3.docx	DOCX document	Feb 10, 2021
Amendment 03.pdf	PDF	Feb 9, 2021
Attachment 7 Section M 9 Feb 21.pdf	PDF	Feb 9, 2021
Amendment 0002.pdf	PDF	Oct 7, 2020
Attachment 2 20-TA-C74-01 Drawings.pdf	PDF	Oct 7, 2020
RFI 9.30 Q&As.xlsx	XLSX spreadsheet	Sep 30, 2020
Q and A Construct Concrete Target_Round 2.pdf	PDF	Sep 25, 2020
Attachment L2-FRQ.pdf	PDF	Sep 22, 2020
Attachment L4 Consent Form.pdf	PDF	Sep 22, 2020
Attachment L3 Information Sheets.pdf	PDF	Sep 22, 2020
Attachment 6 Section L.pdf	PDF	Sep 22, 2020
Attachment L1 Bonds Checklist.pdf	PDF	Sep 22, 2020
Amendment 1.pdf	PDF	Sep 22, 2020
RFIs Construct Concrete Target.pdf	PDF	Sep 22, 2020
Attachment L6 Cover Letter.pdf	PDF	Sep 22, 2020
Attachment L5 - PPQ.docx	DOCX document	Sep 21, 2020
Solicitation - FA282320R0025.pdf	PDF	Sep 15, 2020
Attachment 5 Pricing Schedule.pdf	PDF	Sep 15, 2020
Attachment 3 WD Okaloosa Heavy.pdf	PDF	Sep 15, 2020
Attachment 7 Section M_090820.pdf	PDF	Sep 15, 2020
Attachment 2 20-TA-C74-01 Drawings.pdf	PDF	Sep 15, 2020
Attachment 4 WD Walton Heavy.pdf	PDF	Sep 15, 2020
Attachment 1 C-VE-20-01 Specifications.pdf	PDF	Sep 15, 2020
Attachment 6 Section L.pdf	PDF	Sep 14, 2020

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Sheet1

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-20-01 dated 14 Apr 20, Title page, Table of Contents, and pages 01010-1 through 03123-4 and Drawing No. 20-TA-C74-01, dated 14 Apr 20, in 16 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 compressive strength between 10,001 psi and up to minimum 15,000 psi at 28 days. (20) indicates targets that can be constructed with concrete compressive strengths of minimum 20,000 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 < minimum 10,000 psi, or for (15) targets constructed with concrete compressive strengths ordered >10,001 psi or <minimum 15,000 psi, or for (20) targets constructed with concrete compressive strengths ordered with >15,001 psi or <minimum 20,000 psi.

BASIC YEAR: Ordering Period is for 12 months after Award of Cnntract
	ITEM NO.	DESCRIPTION	QTY	UNIT	UNIT PRICE	TOTAL
	1	TARGET TYPES			$	$
	0020AA	N (10)	4	EA
	0020AB	N (15)	2	EA
	0020AC	S (10)	8	EA
	0020AD	S (15)	4	EA
	0020AE	S(20)	1	EA
	0020AF	S-1(10)	1	EA
	0020AG	S-1(15)	1	EA
	0020AH	T (10)	1	EA
	0020AI	T(15)	1	EA
	0020AJ	BB (10)	5	EA
	0020AK	BB (15)	1	EA
	0020AL	FF (10)	2	EA
	0020AM	FF (15)	1	EA
	0020AN	NN (10)	4	EA
	0020AO	NN (15)	2	EA
	0020AP	SS (10)	1	EA
	0020AQ	SS (15)	1	EA
	0020AR	UU (10)	5	EA
	0020AS	UU (15)	1	EA
	0020AT	YYY (10)	1	EA
	0020AU	YYY (15)	1	EA
	0020AV	LLLL (10)	3	EA
	0020AW	LLLL (15)	1	EA
	0020AX	MMMM(10)	6	EA
	0020AY	MMMM(15)	1	EA
	0020AZ	SSSS (10)	1	EA
	0020BA	SSSS (15)	1	EA
	0020BB	TTTT (10)	3	EA
	0020BC	TTTT (15)	1	EA
	0020BD	UUUU (10)	1	EA
	0020BE	UUUU (15)	1	EA
	0020BF	VVVV (10)	1	EA
	0020BG	VVVV (15)	2	EA
	0020BH	WWWW (10)	1	EA
	0020BI	WWWW (15)	1	EA
	0020BJ	XXXX (10)	1	EA
	0020BK	XXXX (15)	1	EA
	0020BL	YYYY(10)	6	EA
	0020BM	YYYY(15)	1	EA
	0020BN	ZZZZ(10)	2	EA
	0020BO	ZZZZ(15)	1	EA
	0020BP	AAAAA(10)	15	EA
	0020BQ	AAAAA(15)	2	EA
	0020BR	BBBBB(10)	2	EA
	0020BS	BBBBB(15)	1	EA
	0020BT	CCCCC(10)	2	EA
	0020BU	CCCCC(15)	1	EA
	0020BV	DDDDD(10)	15	EA
	0020BW	DDDDD(15)	2	EA
	0020BX	EEEEE(10)	1	EA
	0020BY	EEEEE(15)	1	EA
	0020BZ	FFFFF(10)	2	EA
	0020CA	FFFFF(15)	1	EA
	0020CB	HHHHH-1(10)	1	EA
	0020CC	HHHHH-1(15)	1	EA
	0020CD	AFRL 6-4(10)	25	EA
	0020CE	AFRL 6-4(15)	25	EA
	0020CF	AFRL 6-4(20)	10	EA
	0020CG	AFRL 2.5-5(10)	2	EA
	0020CH	AFRL 2.5-5(15)	5	EA
	0020CI	AFRL 2.5-3(10)	3	EA
	0020CJ	AFRL 2.5-3(15)	5	EA
	0020CK	HTSF-FAAT	1	EA
	0020CL	HTVSF Target 4	1	EA
	0020CM	CUR 2.5M-0.5	1	EA
	0020CN	CUR 2.5M-1	1	EA
	0020CO	CUR 5M-0.5	1	EA
	0020CP	CUR 5M-1	1	EA
	2	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
	*0003	Decrease or Increase Reinforcing Steel	15	Ton
	*0004	Decrease or Increase in Concrete Volume (0-10,000psi)	20	CY
	*0005	Decrease or Increase in Concrete Volume (10,001psi-15,000psi)	20	CY
	*0006	Decrease or Increase in Concrete Volume (15,001psi-20,000psi)	10	CY
	*0007	Add/Subtract Structural Steel (In Place)	6	Ton
	*0008	Add/Subtract Excavation	100	CY
	*0009	6" Thick Compacted Limerock Base (In Place)	150	SY
	ESTIMATED TOTAL AMOUNT, ITEM 0001-0009: $
	* 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.
	Note 1 - Contractor shall complete entire work ready for use not later than 75 calendar days for orders of 1-30 targets and 120 calendar days for orders exceeding 30 targets.
	Note 2 - The quantity column in this table is an estimate solely for purposes of the source selection. The evaluated price for this ordering period is the sum of the extended prices of in this table, inclusive of the targets, the test specimen, and the “increase/decrease” materials. As noted elsewhere, the Total Evaluated Price (TEP) is the sum of the evaluated prices for each ordering period.”

OPTION YEAR 1: Ordering Period 12 months
ITEM NO.	DESCRIPTION	QTY	UNIT	UNIT PRICE	TOTAL
1001	TARGET TYPES			$	$
1020AA	N (10)	4	ea
1020AB	N (15)	2	ea
1020AC	S (10)	8	ea
1020AD	S (15)	4	ea
1020AE	S(20)	1	ea
1020AF	S-1(10)	1	ea
1020AG	S-1(15)	1	ea
1020AH	T (10)	1	ea
1020AI	T(15)	1	ea
1020AJ	BB (10)	5	ea
1020AK	BB (15)	1	ea
1020AL	FF (10)	2	ea
1020AM	FF (15)	1	ea
1020AN	NN (10)	4	ea
1020AO	NN (15)	2	ea
1020AP	SS (10)	1	ea
1020AQ	SS (15)	1	ea
1020AR	UU (10)	5	ea
1020AS	UU (15)	1	ea
1020AT	YYY (10)	1	ea
1020AU	YYY (15)	1	ea
1020AV	LLLL (10)	3	ea
1020AW	LLLL (15)	1	ea
1020AX	MMMM(10)	6	ea
1020AY	MMMM(15)	1	ea
1020AZ	SSSS (10)	1	ea
1020BA	SSSS (15)	1	ea
1020BB	TTTT (10)	3	ea
1020BC	TTTT (15)	1	ea
1020BD	UUUU (10)	1	ea
1020BE	UUUU (15)	1	ea
1020BF	VVVV (10)	1	ea
1020BG	VVVV (15)	2	ea
1020BH	WWWW (10)	1	ea
1020BI	WWWW (15)	1	ea
1020BJ	XXXX (10)	1	ea
1020BK	XXXX (15)	1	ea
1020BL	YYYY(10)	6	ea
1020BM	YYYY(15)	1	ea
1020BN	ZZZZ(10)	2	ea
1020BO	ZZZZ(15)	1	ea
1020BP	AAAAA(10)	15	ea
1020BQ	AAAAA(15)	2	ea
1020BR	BBBBB(10)	2	ea
1020BS	BBBBB(15)	1	ea
1020BT	CCCCC(10)	2	ea
1020BU	CCCCC(15)	1	ea
1020BV	DDDDD(10)	15	ea
1020BW	DDDDD(15)	2	ea
1020BX	EEEEE(10)	1	ea
1020BY	EEEEE(15)	1	ea
1020BZ	FFFFF(10)	2	ea
1020CA	FFFFF(15)	1	ea
1020CB	HHHHH-1(10)	1	ea
1020CC	HHHHH-1(15)	1	ea
1020CD	AFRL 6-4(10)	25	ea
1020CE	AFRL 6-4(15)	25	ea
1020CF	AFRL 6-4(20)	10	ea
1020CG	AFRL 2.5-5(10)	2	ea
1020CH	AFRL 2.5-5(15)	5	ea
1020CI	AFRL 2.5-3(10)	3	ea
1020CJ	AFRL 2.5-3(15)	5	ea
1020CK	HTSF-FAAT	1	ea
1020CL	HTVSF Target 4	1	ea
1020CM	CUR 2.5M-0.5	1	ea
1020CN	CUR 2.5M-1	1	ea
1020CO	CUR 5M-0.5	1	ea
1020CP	CUR 5M-1	1	ea
1002	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
*1003	Decrease or Increase Reinforcing Steel	15	Ton
*1004	Decrease or Increase in Concrete Volume (0-10,000psi)	20	CY
*1005	Decrease or Increase in Concrete Volume (10,001psi-15,000psi)	20	CY
*1006	Decrease or Increase in Concrete Volume (15,001psi-20,000psi)	10	CY
*1007	Add/Subtract Structural Steel (In Place)	6	Ton
*1008	Add/Subtract Excavation	100	CY
*1009	6" Thick Compacted Limerock Base (In Place)	150	SY
ESTIMATED TOTAL AMOUNT, ITEM 1001-1009: $
* 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.
Note 1 - Contractor shall complete entire work ready for use not later than 75 calendar days for orders of 1-30 targets and 120 calendar days for orders exceeding 30 targets.
Note 2 - The quantity column in this table is an estimate solely for purposes of the source selection. The evaluated price for this ordering period is the sum of the extended prices of in this table, inclusive of the targets, the test specimen, and the “increase/decrease” materials. As noted elsewhere, the Total Evaluated Price (TEP) is the sum of the evaluated prices for each ordering period.”

OPTION YEAR 2: Ordering Period 12 months
ITEM NO.	DESCRIPTION	QTY	UNIT	UNIT PRICE	TOTAL
2001	TARGET TYPES			$	$
2020AA	N (10)	4	ea
2020AB	N (15)	2	ea
2020AC	S (10)	8	ea
2020AD	S (15)	4	ea
2020AE	S(20)	1	ea
2020AF	S-1(10)	1	ea
2020AG	S-1(15)	1	ea
2020AH	T (10)	1	ea
2020AI	T(15)	1	ea
2020AJ	BB (10)	5	ea
2020AK	BB (15)	1	ea
2020AL	FF (10)	2	ea
2020AM	FF (15)	1	ea
2020AN	NN (10)	4	ea
2020AO	NN (15)	2	ea
2020AP	SS (10)	1	ea
2020AQ	SS (15)	1	ea
2020AR	UU (10)	5	ea
2020AS	UU (15)	1	ea
2020AT	YYY (10)	1	ea
2020AU	YYY (15)	1	ea
2020AV	LLLL (10)	3	ea
2020AW	LLLL (15)	1	ea
2020AX	MMMM(10)	6	ea
2020AY	MMMM(15)	1	ea
2020AZ	SSSS (10)	1	ea
2020BA	SSSS (15)	1	ea
2020BB	TTTT (10)	3	ea
2020BC	TTTT (15)	1	ea
2020BD	UUUU (10)	1	ea
2020BE	UUUU (15)	1	ea
2020BF	VVVV (10)	1	ea
2020BG	VVVV (15)	2	ea
2020BH	WWWW (10)	1	ea
2020BI	WWWW (15)	1	ea
2020BJ	XXXX (10)	1	ea
2020BK	XXXX (15)	1	ea
2020BL	YYYY(10)	6	ea
2020BM	YYYY(15)	1	ea
2020BN	ZZZZ(10)	2	ea
2020BO	ZZZZ(15)	1	ea
2020BP	AAAAA(10)	15	ea
2020BQ	AAAAA(15)	2	ea
2020BR	BBBBB(10)	2	ea
2020BS	BBBBB(15)	1	ea
2020BT	CCCCC(10)	2	ea
2020BU	CCCCC(15)	1	ea
2020BV	DDDDD(10)	15	ea
2020BW	DDDDD(15)	2	ea
2020BX	EEEEE(10)	1	ea
2020BY	EEEEE(15)	1	ea
2020BZ	FFFFF(10)	2	ea
2020CA	FFFFF(15)	1	ea
2020CB	HHHHH-1(10)	1	ea
2020CC	HHHHH-1(15)	1	ea
2020CD	AFRL 6-4(10)	25	ea
2020CE	AFRL 6-4(15)	25	ea
2020CF	AFRL 6-4(20)	10	ea
2020CG	AFRL 2.5-5(10)	2	ea
2020CH	AFRL 2.5-5(15)	5	ea
2020CI	AFRL 2.5-3(10)	3	ea
2020CJ	AFRL 2.5-3(15)	5	ea
2020CK	HTSF-FAAT	1	ea
2020CL	HTVSF Target 4	1	ea
2020CM	CUR 2.5M-0.5	1	ea
2020CN	CUR 2.5M-1	1	ea
2020CO	CUR 5M-0.5	1	ea
2020CP	CUR 5M-1	1	ea
2002	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
*2003	Decrease or Increase Reinforcing Steel	15	Ton
*2004	Decrease or Increase in Concrete Volume (0-10,000psi)	20	CY
*2005	Decrease or Increase in Concrete Volume (10,001psi-15,000psi)	20	CY
*2006	Decrease or Increase in Concrete Volume (15,001psi-20,000psi)	10	CY
*2007	Add/Subtract Structural Steel (In Place)	6	Ton
*2008	Add/Subtract Excavation	100	CY
*2009	6" Thick Compacted Limerock Base (In Place)	150	SY
ESTIMATED TOTAL AMOUNT, ITEM 2001-2009: $
* 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.
Note 1 - Contractor shall complete entire work ready for use not later than 75 calendar days for orders of 1-30 targets and 120 calendar days for orders exceeding 30 targets.
Note 2 - The quantity column in this table is an estimate solely for purposes of the source selection. The evaluated price for this ordering period is the sum of the extended prices of in this table, inclusive of the targets, the test specimen, and the “increase/decrease” materials. As noted elsewhere, the Total Evaluated Price (TEP) is the sum of the evaluated prices for each ordering period.”

OPTION YEAR 3: Ordering Period 12 months
ITEM NO.	DESCRIPTION	QTY	UNIT	UNIT PRICE	TOTAL
3001	TARGET TYPES			$	$
3020AA	N (10)	4	ea
3020AB	N (15)	2	ea
3020AC	S (10)	8	ea
3020AD	S (15)	4	ea
3020AE	S(20)	1	ea
3020AF	S-1(10)	1	ea
3020AG	S-1(15)	1	ea
3020AH	T (10)	1	ea
3020AI	T(15)	1	ea
3020AJ	BB (10)	5	ea
3020AK	BB (15)	1	ea
3020AL	FF (10)	2	ea
3020AM	FF (15)	1	ea
3020AN	NN (10)	4	ea
3020AO	NN (15)	2	ea
3020AP	SS (10)	1	ea
3020AQ	SS (15)	1	ea
3020AR	UU (10)	5	ea
3020AS	UU (15)	1	ea
3020AT	YYY (10)	1	ea
3020AU	YYY (15)	1	ea
3020AV	LLLL (10)	3	ea
3020AW	LLLL (15)	1	ea
3020AX	MMMM(10)	6	ea
3020AY	MMMM(15)	1	ea
3020AZ	SSSS (10)	1	ea
3020BA	SSSS (15)	1	ea
3020BB	TTTT (10)	3	ea
3020BC	TTTT (15)	1	ea
3020BD	UUUU (10)	1	ea
3020BE	UUUU (15)	1	ea
3020BF	VVVV (10)	1	ea
3020BG	VVVV (15)	2	ea
3020BH	WWWW (10)	1	ea
3020BI	WWWW (15)	1	ea
3020BJ	XXXX (10)	1	ea
3020BK	XXXX (15)	1	ea
3020BL	YYYY(10)	6	ea
3020BM	YYYY(15)	1	ea
3020BN	ZZZZ(10)	2	ea
3020BO	ZZZZ(15)	1	ea
3020BP	AAAAA(10)	15	ea
3020BQ	AAAAA(15)	2	ea
3020BR	BBBBB(10)	2	ea
3020BS	BBBBB(15)	1	ea
3020BT	CCCCC(10)	2	ea
3020BU	CCCCC(15)	1	ea
3020BV	DDDDD(10)	15	ea
3020BW	DDDDD(15)	2	ea
3020BX	EEEEE(10)	1	ea
3020BY	EEEEE(15)	1	ea
3020BZ	FFFFF(10)	2	ea
3020CA	FFFFF(15)	1	ea
3020CB	HHHHH-1(10)	1	ea
3020CC	HHHHH-1(15)	1	ea
3020CD	AFRL 6-4(10)	25	ea
3020CE	AFRL 6-4(15)	25	ea
3020CF	AFRL 6-4(20)	10	ea
3020CG	AFRL 2.5-5(10)	2	ea
3020CH	AFRL 2.5-5(15)	5	ea
3020CI	AFRL 2.5-3(10)	3	ea
3020CJ	AFRL 2.5-3(15)	5	ea
3020CK	HTSF-FAAT	1	ea
3020CL	HTVSF Target 4	1	ea
3020CM	CUR 2.5M-0.5	1	ea
3020CN	CUR 2.5M-1	1	ea
3020CO	CUR 5M-0.5	1	ea
3020CP	CUR 5M-1	1	ea
3002	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
*3003	Decrease or Increase Reinforcing Steel	15	Ton
*3004	Decrease or Increase in Concrete Volume (0-10,000psi)	20	CY
*3005	Decrease or Increase in Concrete Volume (10,001psi-15,000psi)	20	CY
*3006	Decrease or Increase in Concrete Volume (15,001psi-20,000psi)	10	CY
*3007	Add/Subtract Structural Steel (In Place)	6	Ton
*3008	Add/Subtract Excavation	100	CY
*3009	6" Thick Compacted Limerock Base (In Place)	150	SY
ESTIMATED TOTAL AMOUNT, ITEM 3001-3009: $
* 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.
Note 1 - Contractor shall complete entire work ready for use not later than 75 calendar days for orders of 1-30 targets and 120 calendar days for orders exceeding 30 targets.
Note 2 - The quantity column in this table is an estimate solely for purposes of the source selection. The evaluated price for this ordering period is the sum of the extended prices of in this table, inclusive of the targets, the test specimen, and the “increase/decrease” materials. As noted elsewhere, the Total Evaluated Price (TEP) is the sum of the evaluated prices for each ordering period.”
OPTION YEAR 4: Ordering Period 12 months
ITEM NO.	DESCRIPTION	QTY	UNIT	UNIT PRICE	TOTAL
4001	TARGET TYPES			$	$
4020AA	N (10)	4	ea
4020AB	N (15)	2	ea
4020AC	S (10)	8	ea
4020AD	S (15)	4	ea
4020AE	S(20)	1	ea
4020AF	S-1(10)	1	ea
4020AG	S-1(15)	1	ea
4020AH	T (10)	1	ea
4020AI	T(15)	1	ea
4020AJ	BB (10)	5	ea
4020AK	BB (15)	1	ea
4020AL	FF (10)	2	ea
4020AM	FF (15)	1	ea
4020AN	NN (10)	4	ea
4020AO	NN (15)	2	ea
4020AP	SS (10)	1	ea
4020AQ	SS (15)	1	ea
4020AR	UU (10)	5	ea
4020AS	UU (15)	1	ea
4020AT	YYY (10)	1	ea
4020AU	YYY (15)	1	ea
4020AV	LLLL (10)	3	ea
4020AW	LLLL (15)	1	ea
4020AX	MMMM(10)	6	ea
4020AY	MMMM(15)	1	ea
4020AZ	SSSS (10)	1	ea
4020BA	SSSS (15)	1	ea
4020BB	TTTT (10)	3	ea
4020BC	TTTT (15)	1	ea
4020BD	UUUU (10)	1	ea
4020BE	UUUU (15)	1	ea
4020BF	VVVV (10)	1	ea
4020BG	VVVV (15)	2	ea
4020BH	WWWW (10)	1	ea
4020BI	WWWW (15)	1	ea
4020BJ	XXXX (10)	1	ea
4020BK	XXXX (15)	1	ea
4020BL	YYYY(10)	6	ea
4020BM	YYYY(15)	1	ea
4020BN	ZZZZ(10)	2	ea
4020BO	ZZZZ(15)	1	ea
4020BP	AAAAA(10)	15	ea
4020BQ	AAAAA(15)	2	ea
4020BR	BBBBB(10)	2	ea
4020BS	BBBBB(15)	1	ea
4020BT	CCCCC(10)	2	ea
4020BU	CCCCC(15)	1	ea
4020BV	DDDDD(10)	15	ea
4020BW	DDDDD(15)	2	ea
4020BX	EEEEE(10)	1	ea
4020BY	EEEEE(15)	1	ea
4020BZ	FFFFF(10)	2	ea
4020CA	FFFFF(15)	1	ea
4020CB	HHHHH-1(10)	1	ea
4020CC	HHHHH-1(15)	1	ea
4020CD	AFRL 6-4(10)	25	ea
4020CE	AFRL 6-4(15)	25	ea
4020CF	AFRL 6-4(20)	10	ea
4020CG	AFRL 2.5-5(10)	2	ea
4020CH	AFRL 2.5-5(15)	5	ea
4020CI	AFRL 2.5-3(10)	3	ea
4020CJ	AFRL 2.5-3(15)	5	ea
4020CK	HTSF-FAAT	1	ea
4020CL	HTVSF Target 4	1	ea
4020CM	CUR 2.5M-0.5	1	ea
4020CN	CUR 2.5M-1	1	ea
4020CO	CUR 5M-0.5	1	ea
4020CP	CUR 5M-1	1	ea
4002	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
*4003	Decrease or Increase Reinforcing Steel	15	Ton
*4004	Decrease or Increase in Concrete Volume (0-10,000psi)	20	CY
*4005	Decrease or Increase in Concrete Volume (10,001psi-15,000psi)	20	CY
*4006	Decrease or Increase in Concrete Volume (15,001psi-20,000psi)	10	CY
*4007	Add/Subtract Structural Steel (In Place)	6	Ton
*4008	Add/Subtract Excavation	100	CY
*4009	6" Thick Compacted Limerock Base (In Place)	150	SY
ESTIMATED TOTAL AMOUNT, ITEM 4001-4009: $
* 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.
Note 1 - Contractor shall complete entire work ready for use not later than 75 calendar days for orders of 1-30 targets and 120 calendar days for orders exceeding 30 targets.
Note 2 - The quantity column in this table is an estimate solely for purposes of the source selection. The evaluated price for this ordering period is the sum of the extended prices of in this table, inclusive of the targets, the test specimen, and the “increase/decrease” materials. As noted elsewhere, the Total Evaluated Price (TEP) is the sum of the evaluated prices for each ordering period.”

File details come from the government source that posted it. Updated Sep 30, 2020.