Schedules_Combined.pdf

27 Apr 16

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-16-01 dated 27 Apr 16, Title page, Table of Contents, and pages 01010-1 through 01010-8 and Drawing No. 16-TA-C74-01, dated 27 Apr 16, in 12 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:

ITEM

NO.

DESCRIPTION QTY UNIT UNIT

PRICE

TOTAL

0001 TARGET TYPES $ $

0016AA N (10) 2 EA

0016AB N (15) 1 EA

0016AC S (10) 2 EA

0016AD S (15) 1 EA

0016AE S(20) 1 EA

0016AF S-1(10) 1 EA

0016AG S-1(15) 1 EA

0016AH T (10) 1 EA

0016AI T(15) 1 EA

0016AJ BB (10) 2 EA

0016AK BB (15) 1 EA

0016AL FF (10) 2 EA

0016AM FF (15) 1 EA

0016AN NN (10) 1 EA

0016AO NN (15) 1 EA

0016AP SS (10) 1 EA

0016AQ SS (15) 1 EA

0016AR UU (10) 1 EA

0016AS UU (15) 1 EA

0016AT YYY (10) 1 EA

0016AU YYY (15) 1 EA

0016AV LLLL (10) 1 EA

0016AW LLLL (15) 1 EA

0016AX MMMM(10) 2 EA

0016AY MMMM(15) 1 EA

0016AZ SSSS (10) 1 EA

0016BA SSSS (15) 1 EA

0016BB TTTT (10) 3 EA

0016BC TTTT (15) 1 EA

0016BD UUUU (10) 1 EA

0016BE UUUU (15) 1 EA

0016BF VVVV (10) 1 EA

0016BG VVVV (15) 2 EA

0016BH WWWW (10) 1 EA

0016BI WWWW (15) 1 EA

0016BJ XXXX (10) 1 EA

0016BK XXXX (15) 1 EA

0016BL YYYY(10) 1 EA

0016BM YYYY(15) 1 EA

0016BN ZZZZ(10) 2 EA

0016BO ZZZZ(15) 1 EA

0016BP AAAAA(10) 4 EA

0016BQ AAAAA(15) 2 EA

0016BR BBBBB(10) 2 EA

0016BS BBBBB(15) 1 EA

0016BT CCCCC(10) 2 EA

0016BU CCCCC(15) 1 EA

0016BV DDDDD(10) 4 EA

0016BW DDDDD(15) 2 EA

0016BX EEEEE(10) 1 EA

0016BY EEEEE(15) 1 EA

0016BZ FFFFF(10) 2 EA

0016CA FFFFF(15) 1 EA

0016CB HHHHH-1(10) 1 EA

0016CC HHHHH-1(15) 1 EA

0016CD AFRL 6-4(10) 3 EA

0016CE AFRL 6-4(15) 5 EA

0016CF AFRL 2.5-5(10) 2 EA

0016CG AFRL 2.5-5(15) 5 EA

0016CH AFRL 2.5-3(10) 3 EA

0016CI AFRL 2.5-3(15) 5 EA

0016CJ HTSF-FAAT 1 EA

0016CK HTVSF Target 4

EA

ESTIMATED TOTAL AMOUNT, ITEM 0001: $

*OP0001 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

*OP0002 Decrease or Increase Reinforcing Steel 15 Ton

*OP0003

Decrease or Increase in Concrete Volume (0-10,000psi) 20 CY

*OP0004

Decrease or Increase in Concrete Volume (10,001psi-15,000psi) 20 CY

*OP0005

Decrease or Increase in Concrete Volume (15,001psi-20,000psi) 10 CY

*OP0006 Add/Subtract Structural Steel (In Place) 6 Ton *OP0007 Add/Subtract Excavation 100 CY

*OP0008

6" Thick Compacted Limerock Base (In Place) 150 SY

**ESTIMATED TOTAL AMOUNT, ITEM 0001 and optional ITEMS(*): $

*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.

dated 27 Apr 16, Title page, Table of Contents, and pages 01010-1 through 01010-8 and Drawing No. 16-TA-C74-01, dated 27 Apr 16, in 12 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

FIRST OPTION YEAR:

ITEM NO. DESCRIPTION QTY UNIT UNIT

PRICE

TOTAL

1001 TARGET TYPES $ $

1016AA N (10) 2 EA

1016AB N (15) 1 EA

1016AC S (10) 2 EA

1016AD S (15) 1 EA

1016AE S(20) 1 EA

1016AF S-1(10) 1 EA

1016AG S-1(15) 1 EA

1016AH T (10) 1 EA

1016AI T(15) 1 EA

1016AJ BB (10) 2 EA

1016AK BB (15) 1 EA

1016AL FF (10) 2 EA

1016AM FF (15) 1 EA

1016AN NN (10) 1 EA

1016AO NN (15) 1 EA

1016AP SS (10) 1 EA

1016AQ SS (15) 1 EA

1016AR UU (10) 1 EA

1016AS UU (15) 1 EA

1016AT YYY (10) 1 EA

1016AU YYY (15) 1 EA

1016AV LLLL (10) 1 EA

1016AW LLLL (15) 1 EA

1016AX MMMM(10) 2 EA

1016AY MMMM(15) 1 EA

1016AZ SSSS (10) 1 EA

1016BA SSSS (15) 1 EA

1016BB TTTT (10) 3 EA

1016BC TTTT (15) 1 EA

1016BD UUUU (10) 1 EA

1016BE UUUU (15) 1 EA

1016BF VVVV (10) 1 EA

1016BG VVVV (15) 2 EA

1016BH WWWW (10) 1 EA

1016BI WWWW (15) 1 EA

1016BJ XXXX (10) 1 EA

1016BK XXXX (15) 1 EA

1016BL YYYY(10) 1 EA

1016BM YYYY(15) 1 EA

1016BN ZZZZ(10) 2 EA

1016BO ZZZZ(15) 1 EA

1016BP AAAAA(10) 4 EA

1016BQ AAAAA(15) 2 EA

1016BR BBBBB(10) 2 EA

1016BS BBBBB(15) 1 EA

1016BT CCCCC(10) 2 EA

1016BU CCCCC(15) 1 EA

1016BV DDDDD(10) 4 EA

1016BW DDDDD(15) 2 EA

1016BX EEEEE(10) 1 EA

1016BY EEEEE(15) 1 EA

1016BZ FFFFF(10) 2 EA

1016CA FFFFF(15) 1 EA

1016CB HHHHH-1(10) 1 EA

1016CC HHHHH-1(15) 1 EA

1016CD AFRL 6-4(10) 3 EA

1016CE AFRL 6-4(15) 5 EA

1016CF AFRL 2.5-5(10) 2 EA

1016CG AFRL 2.5-5(15) 5 EA

1016CH AFRL 2.5-3(10) 3 EA

1016CI AFRL 2.5-3(15) 5 EA

1016CJ HTSF-FAAT 1 EA

1016CK HTVSF Target 4 1 EA

ESTIMATED TOTAL AMOUNT, ITEM 1001: $

*OP1001 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

*OP1002 Decrease or Increase Reinforcing Steel 15 Ton

*OP1003

Decrease or Increase in Concrete Volume (0-10,000psi) 20 CY

*OP1004

Decrease or Increase in Concrete Volume (10,001psi-15,000psi) 20 CY

* OP1005

Decrease or Increase in Concrete Volume (15,001psi-20,000psi) 10 CY

* OP1006 Add/Subtract Structural Steel (In Place) 6 Ton

* OP1007 Add/Subtract Excavation 100 CY

* OP1008

6" Thick Compacted Limerock Base (In Place) 150 SY

** ESTIMATED TOTAL AMOUNT, ITEM 1001 and optional ITEMS(*): $

*An increase or decrease in steel, concrete, excavation, or lime rock will cause an increase or decrease in the dated 27 Apr 16, Title page, Table of Contents, and pages 01010-1 through 01010-8 and Drawing No. 16-TA-C74-01, dated 27 Apr 16, in 12 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

SECOND OPTION YEAR:

NO.

DESCRIPTION QTY UNIT UNIT

PRICE

TOTAL

2001 TARGET TYPES $ $

2016AA N (10) 2 EA

2016AB N (15) 1 EA

2016AC S (10) 2 EA

2016AD S (15) 1 EA

2016AE S(20) 1 EA

2016AF S-1(10) 1 EA

2016AG S-1(15) 1 EA

2016AH T (10) 1 EA

2016AI T(15) 1 EA

2016AJ BB (10) 2 EA

2016AK BB (15) 1 EA

2016AL FF (10) 2 EA

2016AM FF (15) 1 EA

2016AN NN (10) 1 EA

2016AO NN (15) 1 EA

2016AP SS (10) 1 EA

2016AQ SS (15) 1 EA

2016AR UU (10) 1 EA

2016AS UU (15) 1 EA

2016AT YYY (10) 1 EA

2016AU YYY (15) 1 EA

2016AV LLLL (10) 1 EA

2016AW LLLL (15) 1 EA

2016AX MMMM(10) 2 EA

2016AY MMMM(15) 1 EA

2016AZ SSSS (10) 1 EA

2016BA SSSS (15) 1 EA

2016BB TTTT (10) 3 EA

2016BC TTTT (15) 1 EA

2016BD UUUU (10) 1 EA

2016BE UUUU (15) 1 EA

2016BF VVVV (10) 1 EA

2016BG VVVV (15) 2 EA

2016BH WWWW (10) 1 EA

2016BI WWWW (15) 1 EA

2016BJ XXXX (10) 1 EA

2016BK XXXX (15) 1 EA

2016BL YYYY(10) 1 EA

2016BM YYYY(15) 1 EA

2016BN ZZZZ(10) 2 EA

2016BO ZZZZ(15) 1 EA

2016BP AAAAA(10) 4 EA

2016BQ AAAAA(15) 2 EA

2016BR BBBBB(10) 2 EA

2016BS BBBBB(15) 1 EA

2016BT CCCCC(10) 2 EA

2016BU CCCCC(15) 1 EA

2016BV DDDDD(10) 4 EA

2016BW DDDDD(15) 2 EA

2016BX EEEEE(10) 1 EA

2016BY EEEEE(15) 1 EA

2016BZ FFFFF(10) 2 EA

2016CA FFFFF(15) 1 EA

2016CB HHHHH-1(10) 1 EA

2016CC HHHHH-1(15) 1 EA

2016CD AFRL 6-4(10) 3 EA

2016CE AFRL 6-4(15) 5 EA

2016CF AFRL 2.5-5(10) 2 EA

2016CG AFRL 2.5-5(15) 5 EA

2016CH AFRL 2.5-3(10) 3 EA

2016CI AFRL 2.5-3(15) 5 EA

2016CJ HTSF-FAAT 1 EA

2016CK HTVSF Target 4

ESTIMATED TOTAL AMOUNT, ITEM 2001: $

*OP2001 Provide one (1) two (2) cylinder set of 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

*OP2002 Decrease or Increase Reinforcing Steel 15 Ton

*OP2003

Decrease or Increase in Concrete Volume (0- 10,000psi) 20 CY

*OP2004

Decrease or Increase in Concrete Volume (10,001psi-15,000psi) 20 CY

*OP2005

Decrease or Increase in Concrete Volume (15,001psi-20,000psi) 10 CY

*OP2006 Add/Subtract Structural Steel (In Place) 6 Ton *OP2007 Add/Subtract Excavation 100 CY

*OP2008

**ESTIMATED TOTAL AMOUNT, ITEM 2001 and optional ITEMS(*): $

*An increase or decrease in steel, concrete, excavation, or lime rock will cause an increase or decrease in the dated 27 Apr 16, Title page, Table of Contents, and pages 01010-1 through 01010-8 and Drawing No. 16-TA-C74-01, dated 27 Apr 16, in 12 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

THIRD OPTION YEAR:

NO.

DESCRIPTION QTY UNIT UNIT

PRICE

TOTAL

3001 TARGET TYPES $ $

3016AA N (10) 2 EA

3016AB N (15) 1 EA

3016AC S (10) 2 EA

3016AD S (15) 1 EA

3016AE S(20) 1 EA

3016AF S-1(10) 1 EA

3016AG S-1(15) 1 EA

3016AH T (10) 1 EA

3016AI T(15) 1 EA

3016AJ BB (10) 2 EA

3016AK BB (15) 1 EA

3016AL FF (10) 2 EA

3016AM FF (15) 1 EA

3016AN NN (10) 1 EA

3016AO NN (15) 1 EA

3016AP SS (10) 1 EA

3016AQ SS (15) 1 EA

3016AR UU (10) 1 EA

3016AS UU (15) 1 EA

3016AT YYY (10) 1 EA

3016AU YYY (15) 1 EA

3016AV LLLL (10) 1 EA

3016AW LLLL (15) 1 EA

3016AX MMMM(10) 2 EA

3016AY MMMM(15) 1 EA

3016AZ SSSS (10) 1 EA

3016BA SSSS (15) 1 EA

3016BB TTTT (10) 3 EA

3016BC TTTT (15) 1 EA

3016BD UUUU (10) 1 EA

3016BE UUUU (15) 1 EA

3016BF VVVV (10) 1 EA

3016BG VVVV (15) 2 EA

3016BH WWWW (10) 1 EA

3016BI WWWW (15) 1 EA

3016BJ XXXX (10) 1 EA

3016BK XXXX (15) 1 EA

3016BL YYYY(10) 1 EA

3016BM YYYY(15) 1 EA

3016BN ZZZZ(10) 2 EA

3016BO ZZZZ(15) 1 EA

3016BP AAAAA(10) 4 EA

3016BQ AAAAA(15) 2 EA

3016BR BBBBB(10) 2 EA

3016BS BBBBB(15) 1 EA

3016BT CCCCC(10) 2 EA

3016BU CCCCC(15) 1 EA

3016BV DDDDD(10) 4 EA

3016BW DDDDD(15) 2 EA

3016BX EEEEE(10) 1 EA

3016BY EEEEE(15) 1 EA

3016BZ FFFFF(10) 2 EA

3016CA FFFFF(15) 1 EA

3016CB HHHHH-1(10) 1 EA

3016CC HHHHH-1(15) 1 EA

3016CD AFRL 6-4(10) 3 EA

3016CE AFRL 6-4(15) 5 EA

3016CF AFRL 2.5-5(10) 2 EA

3016CG AFRL 2.5-5(15) 5 EA

3016CH AFRL 2.5-3(10) 3 EA

3016CI AFRL 2.5-3(15) 5 EA

3016CJ HTSF-FAAT 1 EA

3016CK HTVSF Target 4 1

ESTIMATED TOTAL AMOUNT, ITEM 3001: $

*OP3001 Provide one (1) two (2) cylinder set of 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

*OP3002 Decrease or Increase Reinforcing Steel 15 Ton

*OP3003

Decrease or Increase in Concrete Volume (0- 10,000psi) 20 CY

*OP3004

Decrease or Increase in Concrete Volume (10,001psi-15,000psi) 20 CY

*OP3005

Decrease or Increase in Concrete Volume (15,001psi-20,000psi) 10 CY

*OP3006 Add/Subtract Structural Steel (In Place) 6 Ton *OP3007 Add/Subtract Excavation 100 CY

*OP3008

**ESTIMATED TOTAL AMOUNT, ITEM 3001 and optional ITEMS(*): $

*An increase or decrease in steel, concrete, excavation, or lime rock will cause an increase or decrease in the dated 27 Apr 16, Title page, Table of Contents, and pages 01010-1 through 01010-8 and Drawing No. 16-TA-C74-01, dated 27 Apr 16, in 12 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

FOURTH OPTION YEAR:

NO.

DESCRIPTION QTY UNIT UNIT

PRICE

TOTAL

4001 TARGET TYPES $ $

4016AA N (10) 2 EA

4016AB N (15) 1 EA

4016AC S (10) 2 EA

4016AD S (15) 1 EA

4016AE S(20) 1 EA

4016AF S-1(10) 1 EA

4016AG S-1(15) 1 EA

4016AH T (10) 1 EA

4016AI T(15) 1 EA

4016AJ BB (10) 2 EA

4016AK BB (15) 1 EA

4016AL FF (10) 2 EA

4016AM FF (15) 1 EA

4016AN NN (10) 1 EA

4016AO NN (15) 1 EA

4016AP SS (10) 1 EA

4016AQ SS (15) 1 EA

4016AR UU (10) 1 EA

4016AS UU (15) 1 EA

4016AT YYY (10) 1 EA

4016AU YYY (15) 1 EA

4016AV LLLL (10) 1 EA

4016AW LLLL (15) 1 EA

4016AX MMMM(10) 2 EA

4016AY MMMM(15) 1 EA

4016AZ SSSS (10) 1 EA

4016BA SSSS (15) 1 EA

4016BB TTTT (10) 3 EA

4016BC TTTT (15) 1 EA

4016BD UUUU (10) 1 EA

4016BE UUUU (15) 1 EA

4016BF VVVV (10) 1 EA

4016BG VVVV (15) 2 EA

4016BH WWWW (10) 1 EA

4016BI WWWW (15) 1 EA

4016BJ XXXX (10) 1 EA

4016BK XXXX (15) 1 EA

4016BL YYYY(10) 1 EA

4016BM YYYY(15) 1 EA

4016BN ZZZZ(10) 2 EA

4016BO ZZZZ(15) 1 EA

4016BP AAAAA(10) 4 EA

4016BQ AAAAA(15) 2 EA

4016BR BBBBB(10) 2 EA

4016BS BBBBB(15) 1 EA

4016BT CCCCC(10) 2 EA

4016BU CCCCC(15) 1 EA

4016BV DDDDD(10) 4 EA

4016BW DDDDD(15) 2 EA

4016BX EEEEE(10) 1 EA

4016BY EEEEE(15) 1 EA

4016BZ FFFFF(10) 2 EA

4016CA FFFFF(15) 1 EA

4016CB HHHHH-1(10) 1 EA

4016CC HHHHH-1(15) 1 EA

4016CD AFRL 6-4(10) 3 EA

4016CE AFRL 6-4(15) 5 EA

4016CF AFRL 2.5-5(10) 2 EA

4016CG AFRL 2.5-5(15) 5 EA

4016CH AFRL 2.5-3(10) 3 EA

4016CI AFRL 2.5-3(15) 5 EA

4016CJ HTSF-FAAT 1 EA

4016CK HTVSF Target 4

ESTIMATED TOTAL AMOUNT, ITEM 4001: $

*OP4001 Provide one (1) two (2) cylinder set of 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

*OP4002 Decrease or Increase Reinforcing Steel 15 Ton

*OP4003

Decrease or Increase in Concrete Volume (0- 10,000psi) 20 CY

*OP4004

Decrease or Increase in Concrete Volume (10,001psi-15,000psi) 20 CY

*OP4005

Decrease or Increase in Concrete Volume (15,001psi-20,000psi) 10 CY

*OP4006 Add/Subtract Structural Steel (In Place) 6 Ton *OP4007 Add/Subtract Excavation 100 CY

*OP4008

**ESTIMATED TOTAL AMOUNT, ITEM 4001 and optional ITEMS(*): $

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