Attachment 5 Pricing Schedule.pdf

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

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

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

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.

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

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

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

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

ITEM NO. DESCRIPTION QTY UNIT UNIT PRICE TOTAL

2001 TARGET TYPES $ $

2020AA N (10) 4 ea

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.”

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.

OPTION YEAR 2: Ordering Period 12 months

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

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

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

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.”

* 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.

OPTION YEAR 3: Ordering Period 12 months

ESTIMATED TOTAL AMOUNT, ITEM 2001-2009: $

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

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

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

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.”

* 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.

OPTION YEAR 4: Ordering Period 12 months

ESTIMATED TOTAL AMOUNT, ITEM 3001-3009: $

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

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

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.”

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.

Sheet1