W911S7-23-Q-0006 Concrete Blocks Solicitation_Redacted FINAL CONFORMED 30MAR23.pdf

SEE ADDENDUM

(No Collect Calls)

W911S723Q0006 30-Mar-2023

b. TELEPHONE NUMBER

573-596-7809

8. OFFER DUE DATE/LOCAL TIME

12:00 PM 01 May 2023

5. SOLICITATION NUMBER 6. SOLICITATION ISSUE DATE

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

STANDARD FORM 1449 (REV. 2/2012)

Prescribed by GSA – FAR (48 CFR) 53.212

(TYPE OR PRINT)

(SIGNATURE OF CONTRACTING OFFICER)

ADDENDA ARE

26. TOTAL AWARD AMOUNT (For Gov t. Use Only )

23.

CODE 10. THIS ACQUISITION IS

SUCH ADDRESS IN OFFER

17b. CHECK IF REMITTANCE IS DIFFERENT AND PUT

BELOW IS CHECKED

TELEPHONE NO.

W911S79. ISSUED BY

18b. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 18a. UNLESS BLOCK

7. FOR SOLICITATION

INFORMATION CALL:

a. NAME

JOHN M. JOHNSON

2. CONTRACT NO. 3. AWARD/EFFECTIVE DATE 4. ORDER NUMBER

(TYPE OR PRINT)

30b. NAME AND TITLE OF SIGNER 30c. DATE SIGNED 31b. NAME OF CONTRACTING OFFICER

30a. SIGNATURE OF OFFEROR/CONTRACTOR 31a.UNITED STATES OF AMERICA

0 27a. SOLICITATION INCORPORATES BY REFERENCE FAR 52.212-1. 52.212-4. FAR 52.212-3. 52.212-5 ARE ATTACHED.

25. ACCOUNTING AND APPROPRIATION DATA

1. REQUISITION NUMBER

20.

ADDITIONAL SHEETS SUBJECT TO THE TERMS AND CONDITIONS SPECIFIED.

OFFEROR TO COMPLETE BLOCKS 12, 17, 23, 24, AND 30

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

0011904690

ARE NOT ATTACHED

27b. CONTRACT/PURCHASE ORDER INCORPORATES BY REFERENCE FAR 52.212-4. FAR 52.212-5 IS ATTACHED. ADDENDA ARE ARE NOT ATTACHED

(BLOCK 5), INCLUDING ANY ADDITIONS OR CHANGES WHICH ARE

SET FORTH HEREIN, IS ACCEPTED AS TO ITEMS:

. YOUR OFFER ON SOLICITATION

28. CONTRACTOR IS REQUIRED TO SIGN THIS DOCUMENT AND RETURN

% FOR:SET ASIDE:UNRESTRICTED OR X

SMALL BUSINESSX

17a.CONTRACTOR/ CODE FACILITY

OFFEROR CODE

MICC - FORT LEONARD WOOD

8112 NEBRASKA AVENUE

FORT LEONARD WOOD MO 65473

18a. PAYMENT WILL BE MADE BY CODE

RATED ORDER UNDER

DPAS (15 CFR 700)

13a. THIS CONTRACT IS A

13b. RATING

CODE15. DELIVER TO CODE W58G5R 16. ADMINISTERED BY

12. DISCOUNT TERMS11. DELIVERY FOR FOB DESTINA-

TION UNLESS BLOCK IS

MARKED

SEE SCHEDULE

14. METHOD OF SOLICITATION

RFQ IFB RFPX

U.S. ARMY, US&R, HD/CSO

U.S. ARMY, HD/CSO, US&R

15053 FLW WP, BLDG. 5415

FORT LEONARD WOOD MO 65473

TEL: FAX:

5735960267FAX:

TEL: 5735960266 SERVICE-DISABLED

VETERAN-OWNED

SMALL BUSINESS

8(A)

HUBZONE SMALL

BUSINESS

SIZE STANDARD:

NAICS:

327331

OFFER DATED

29. AWARD OF CONTRACT: REF.

DELIVER ALL ITEMS SET FORTH OR OTHERWISE IDENTIFIED ABOVE AND ON ANY

COPIES TO ISSUING OFFICE. CONTRACTOR AGREES TO FURNISH AND

EMAIL:

TEL:

31c. DATE SIGNED

SEE SCHEDULE

SCHEDULE OF SUPPLIES/ SERVICESITEM NO. QUANTITY UNIT UNIT PRICE AMOUNT

24.22.21.19.

WOMEN-OWNED SMALL BUSINESS (WOSB)

ELIGIBLE UNDER THE WOMEN-OWNED

SMALL BUSINESS PROGRAM

EDWOSB

32g. E-MAIL OF AUTHORIZED GOVERNMENT REPRESENTATIVE

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

(CONTINUED)

PAGE 2 OF64

ACCEPTED, AND CONFORMS TO THE CONTRACT, EXCEPT AS NOTED: ______________________________________________________

32a. QUANTITY IN COLUMN 21 HAS BEEN

RECEIVED INSPECTED

32b. SIGNATURE OF AUTHORIZED GOVERNMENT

REPRESENTATIVE

32c. DATE 32d. PRINTED NAME AND TITLE OF AUTHORIZED GOVERNMENT

REPRESENTATIVE

32e. MAILING ADDRESS OF AUTHORIZED GOVERNMENT REPRESENTATIVE 32f . TELEPHONE NUMBER OF AUTHORIZED GOVERNMENT REPRESENTATIVE

37. CHECK NUMBER

FINALPARTIALCOMPLETE

36. PAYMENT35. AMOUNT VERIFIED

CORRECT FOR

34. VOUCHER NUMBER

FINAL

33. SHIP NUMBER

PARTIAL

38. S/R ACCOUNT NUMBER 39. S/R VOUCHER NUMBER 40. PAID BY

41a. I CERTIFY THIS ACCOUNT IS CORRECT AND PROPER FOR PAYMENT

41b. SIGNATURE AND TITLE OF CERTIFYING OFFICER 41c. DATE

42a. RECEIVED BY (Print)

42b. RECEIVED AT (Location)

42c. DATE REC'D (YY/MM/DD) 42d. TOTAL CONTAINERS

STANDARD FORM 1449 (REV. 2/2012) BACK

Prescribed by GSA – FAR (48 CFR) 53.212

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

SEE SCHEDULE

20.

SCHEDULE OF SUPPLIES/ SERVICES

21.

QUANTITY UNIT

22. 23.

UNIT PRICE

24.

AMOUNT

19.

ITEM NO.

W911S723Q0006

Section B - Supplies or Services and Prices

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 5 Each Concrete Blocks, 3' X 3' X 3' (Base Yr)

FFP

Request 3’ X 3’ X 3’ concrete cubes. All vertical and horizontal edges will have no less than 4” and no greater than 6” angle iron approximately ¼” thickness or greater welded together to protect the edges and corners. Must use ½” or greater diameter rebar and this rebar must be placed in the concrete spaced approximately 6” apart in a grid pattern and from top to bottom and no closer than 1/2” and no further than 1” from any edge. There must be two recessed lifting eyes placed 6” from corners and must be cattycornered from each other to facility easy lifting with a crane. The two recessed lifting eyes must allow/must have room for a 5/8” clevis to be attached to the lifting eyes.See requirements for concrete type, concrete requirements, dunnage and offloading below.

FOB: Destination

PURCHASE REQUEST NUMBER: 0011904690

PSC CD: 5620

NET AMT

0002 5 Each Concrete Slabs, 5' X 10' X 6" (Base Yr)

FFP

Request 5’ X 10’ X 6” concrete slabs. All vertical and horizontal edges will have no less than 3” angle iron approximately ¼” or greater thickness welded together to protect all the edges and corners; this will have the effect of covering the edges which will work for the application the slab will be used for. These concrete blocks must have ½” or greater diameter reinforcing rebar. The rebar shall be placed at a depth of 3” into the concrete (centered). The rebar will not be spaced more than 10” apart in a square pattern and with the first rebar centered in the concrete slab (the 60” mark). The rebar will not be an any closer than 1/2” and no further than 1” from any edge. Concrete must be flush with the outermost part of the angle iron frame. There must be four (4) recessed lifting eyes set on the flat side of the slab at each corner. These lifting eyes must be at least 4” from and no further than 6” from each corner. The recessed lifting eyes must allow room for a 5/8” clevis to be attached to them. See requirements for concrete type, concrete requirements, dunnage and offloading below.

FOB: Destination

0003 600 Each Concrete Slabs, 42" X 42" X 4" (Base Yr)

FFP

Request 42” X 42” X 4” concrete slabs. These concrete slabs must have ½” or greater diameter reinforcing rebar. The rebar shall be placed at a depth of 2” into the concrete (centered). The rebar will not be spaced more than 10” apart in a square pattern and with the first rebar centered in the concrete slab (the 21” mark).

The rebar will not be an any closer than 1/2” and no further than 1” from any edge.

There must be 2 Wire or Cable Loops on the top and 6” from either edge to help lift these blocks. They must run at least 12” into the concrete and have a 10” W X 10” H loop for our forklifts to be able to lift and place these blocks in the training sites and in bins after use. See requirements for concrete type, concrete requirements, dunnage and offloading below.

FOB: Destination

0004 500 Each Concrete Slabs, 42" X 42" X 6" (Base Yr)

FFP

Request 42” X 42” X 6” concrete slabs. These concrete slabs must have ½” or greater diameter reinforcing rebar. The rebar shall be placed at a depth of 3” into the concrete (centered). The rebar will not be spaced more than 10” apart in a square pattern and with the first rebar centered in the concrete slab (the 21” mark).

The rebar will not be an any closer than 1/2” and no further than 1” from any edge.

There must be 2 Wire or Cable Loops on the top and 6” from either edge to help lift these blocks. They must run at least 12” into the concrete and have a 10” W X 10” H loop for our forklifts to be able to lift and place these blocks in the training sites and in bins after use. See requirements for concrete type, concrete requirements, dunnage and offloading below.

FOB: Destination

0005 500 Each Concrete Slabs, 32" X 42" X 4" (Base Yr)

FFP

Request 32” X 42” X 4” concrete slabs. These concrete slabs must have ½” or greater diameter reinforcing rebar. The rebar shall be placed at a depth of 3” into the concrete (centered). The rebar will not be spaced more than 10” apart in a square pattern and with the first rebar centered in the concrete slab (the 21” mark).

The rebar will not be an any closer than 1/2” and no further than 1” from any edge.

There must be 2 Wire or Cable Loops on the top and 6” from either edge to help lift these blocks. They must run at least 12” into the concrete and have a 10” W X 10” H loop for our forklifts to be able to lift and place these blocks in the training sites and in bins after use. See requirements for concrete type, concrete requirements, dunnage and offloading below.

FOB: Destination

0006 100 Each Concrete Slab, 6' X 10' X 8" (Base Yr)

FFP

Request 6’x10’x8” concrete slabs. These concrete slabs must have ½” or greater diameter reinforcing rebar. The rebar shall be placed at a depth of 3” into the concrete (centered). The rebar will not be spaced more than 10” apart in a square pattern and with the first rebar centered in the concrete slab (the 60” mark). The rebar will not be an any closer than 1/2” and no further than 1” from any edge. See requirements for concrete type, concrete requirements, dunnage and offloading below.

FOB: Destination

0007 10 Each Concrete Slabs, 5' X 5' X 6" (Base Yr)

FFP

Request 5’ X 5’ X 6” concrete slabs. All vertical and horizontal edges will have no less than approximately 3” angle iron approximately ¼” or greater thickness welded together to protect all the edges and corners; this will have the effect of covering the edges which will work for training application. They must have ½” or greater diameter reinforcing rebar. The rebar shall be placed at a depth of 3” into the concrete (centered). The rebar will not be spaced no more than 10” apart in a square pattern and with the first rebar centered in the concrete slab (the 30” mark).

The rebar will not be an any closer than 1/2” and no further than 1” from any edge.

Concrete shall be flush with the outermost part of the angle iron frame. There must be four (4) recessed lifting eyes set on the flat side of the slab at each corner.

These lifting eyes must be at least 4” from and no further than 6” from each corner.

See requirements for concrete type, concrete requirements, dunnage and offloading below.

FOB: Destination

0008 10 Each Concrete Blocks, 2' X 2' X 4' (Base Yr)

FFP

Request 2’x2’x4’ high concrete blocks. These concrete blocks must have ½” or greater diameter reinforcing rebar. The rebar shall be placed at a depth of 48” into the concrete (centered). The rebar will not be spaced more than 6” apart in a square pattern and with the first rebar centered in the concrete slab (the 24” mark).

The rebar will not be an any closer than 1/2” and no further than 1” from any edge.

There must be two recessed lifting eyes on top of the 4’ high block and placed 6” from corners and must be cattycornered from each other to facility easy lifting with a crane. The two recessed lifting eyes must allow/must have room for a 5/8” clevis to be attached to the lifting eyes. See requirements for concrete type, concrete requirements, dunnage and offloading below.

FOB: Destination

0009 20 Each Concrete Culvert 36" Dia. X 5' L (Base)

FFP

Request 36” in diameter reinforced concrete culverts. These culverts must be 8’ in length. Each culvert pipe must come with an undamaged spigot and bell end. See requirements for concrete type, concrete requirements, dunnage and offloading below.

FOB: Destination

0010 10 Each Concrete Box Culvert 36” X 36” X 6' L

FFP

Request 36” X 36” reinforced concrete box culverts. These box culverts must be 6’ in length. Each box culvert must come with an undamaged spigot and tongue end. See requirements for concrete type, concrete requirements, dunnage and offloading below.

FOB: Destination

0011 400 Each Cinder Block Wall, 72"L X 39"H (Base Yr)

FFP

Request the construction of 72” W X 39”H cinder block walls (this is an approximate size). The cinder blocks shall be standard cinder blocks approximately 8” W X 8”H X 16” L and the half blocks shall be 8” X 8” X 8”.

There must be five rows with four standard cinder blocks and one-half cinder block per row. Contract will not use mortar between the cinder blocks joint but shall use a heavy-duty glue such as Heavy-Duty Dyna Grip or equal to that. Contract should not use this glue where the cinder blocks touch the steal for easy re-use of the steel frame after each use. The government will furnish the steel frames to place the cinder blocks into. Once training is complete the vendor will be notified to pick up used frames so they can reset them with new cinder blocks. See note on offload requirements for these cinder block wall. See requirements for concrete type, concrete requirements, dunnage and offloading below.

FOB: Destination

1001 5 Each Concrete Blocks, 3' X 3' X 3' (1st Opt)

FFP

Request 3’ X 3’ X 3’ concrete cubes. All vertical and horizontal edges will have no less than 4” and no greater than 6” angle iron approximately ¼” thickness or greater welded together to protect the edges and corners. Must use ½” or greater diameter rebar and this rebar must be placed in the concrete spaced approximately 6” apart in a grid pattern and from top to bottom and no closer than 1/2” and no further than 1” from any edge. There must be two recessed lifting eyes placed 6” from corners and must be cattycornered from each other to facility easy lifting with a crane. The two recessed lifting eyes must allow/must have room for a 5/8” clevis to be attached to the lifting eyes. See requirements for concrete type, concrete requirements, dunnage and offloading below.

FOB: Destination

1002 5 Each Concrete Slabs, 5' X 10' X 6" (1st Opt.)

FFP

Request 5’ X 10’ X 6” concrete slabs. All vertical and horizontal edges will have no less than 3” angle iron approximately ¼” or greater thickness welded together to protect all the edges and corners; this will have the effect of covering the edges which will work for the application the slab will be used for. These concrete blocks must have ½” or greater diameter reinforcing rebar. The rebar shall be placed at a depth of 3” into the concrete (centered). The rebar will not be spaced more than 10” apart in a square pattern and with the first rebar centered in the concrete slab (the 60” mark). The rebar will not be an any closer than 1/2” and no further than 1” from any edge. Concrete must be flush with the outermost part of the angle iron frame. There must be four (4) recessed lifting eyes set on the flat side of the slab at each corner. These lifting eyes must be at least 4” from and no further than 6” from each corner. The recessed lifting eyes must allow room for a 5/8” clevis to be attached to them. See requirements for concrete type, concrete requirements, dunnage and offloading below.

FOB: Destination

1003 600 Each Concrete Slabs, 42" X 42" X 4" (1st Opt)

FFP

Request 42” X 42” X 4” concrete slabs. These concrete slabs must have ½” or greater diameter reinforcing rebar. The rebar shall be placed at a depth of 2” into the concrete (centered). The rebar will not be spaced more than 10” apart in a square pattern and with the first rebar centered in the concrete slab (the 21” mark).

The rebar will not be an any closer than 1/2” and no further than 1” from any edge.

There must be 2 Wire or Cable Loops on the top and 6” from either edge to help lift these blocks. They must run at least 12” into the concrete and have a 10” W X 10” H loop for our forklifts to be able to lift and place these blocks in the training sites and in bins after use. See requirements for concrete type, concrete requirements, dunnage and offloading below.

FOB: Destination

1004 500 Each Concrete Slabs, 42" X 42" X 6" (1st Opt)

FFP

Request 42” X 42” X 6” concrete slabs. These concrete slabs must have ½” or greater diameter reinforcing rebar. The rebar shall be placed at a depth of 3” into the concrete (centered). The rebar will not be spaced more than 10” apart in a square pattern and with the first rebar centered in the concrete slab (the 21” mark).

The rebar will not be an any closer than 1/2” and no further than 1” from any edge.

There must be 2 Wire or Cable Loops on the top and 6” from either edge to help lift these blocks. They must run at least 12” into the concrete and have a 10” W X 10” H loop for our forklifts to be able to lift and place these blocks in the training sites and in bins after use. See requirements for concrete type, concrete requirements, dunnage and offloading below.

FOB: Destination

1005 500 Each Concrete Slabs, 32" X 42" X 4" (1st Opt)

FFP

Request 32” X 42” X 4” concrete slabs. These concrete slabs must have ½” or greater diameter reinforcing rebar. The rebar shall be placed at a depth of 3” into the concrete (centered). The rebar will not be spaced more than 10” apart in a square pattern and with the first rebar centered in the concrete slab (the 21” mark).

The rebar will not be an any closer than 1/2” and no further than 1” from any edge.

There must be 2 Wire or Cable Loops on the top and 6” from either edge to help lift these blocks. They must run at least 12” into the concrete and have a 10” W X 10” H loop for our forklifts to be able to lift and place these blocks in the training sites and in bins after use. See requirements for concrete type, concrete requirements, dunnage and offloading below.

FOB: Destination

1006 100 Each Concrete Slab, 6' X 10' X 8" (1st Opt.)

FFP

Request 6’x10’x8” concrete slabs. These concrete slabs must have ½” or greater diameter reinforcing rebar. The rebar shall be placed at a depth of 3” into the concrete (centered). The rebar will not be spaced more than 10” apart in a square pattern and with the first rebar centered in the concrete slab (the 60” mark). The rebar will not be an any closer than 1/2” and no further than 1” from any edge. See requirements for concrete type, concrete requirements, dunnage and offloading below.

FOB: Destination

1007 10 Each Concrete Slabs, 5' X 5' X 6" (1st Opt.)

FFP

Request 5’ X 5’ X 6” concrete slabs. All vertical and horizontal edges will have no less than approximately 3” angle iron approximately ¼” or greater thickness welded together to protect all the edges and corners; this will have the effect of covering the edges which will work for training application. They must have ½” or greater diameter reinforcing rebar. The rebar shall be placed at a depth of 3” into the concrete (centered). The rebar will not be spaced no more than 10” apart in a square pattern and with the first rebar centered in the concrete slab (the 30” mark).

The rebar will not be an any closer than 1/2” and no further than 1” from any edge.

Concrete shall be flush with the outermost part of the angle iron frame. There must be four (4) recessed lifting eyes set on the flat side of the slab at each corner.

These lifting eyes must be at least 4” from and no further than 6” from each corner.

The recessed lifting eyes must allow room for a 5/8” clevis to be attached to them.

FOB: Destination

1008 10 Each Concrete Blocks, 2' X 2' X 4' (1st Opt.)

FFP

Request 2’x2’x4’ high concrete blocks. These concrete blocks must have ½” or greater diameter reinforcing rebar. The rebar shall be placed at a depth of 48” into the concrete (centered). The rebar will not be spaced more than 6” apart in a square pattern and with the first rebar centered in the concrete slab (the 24” mark).

The rebar will not be an any closer than 1/2” and no further than 1” from any edge.

There must be two recessed lifting eyes on top of the 4’ high block and placed 6” from corners and must be cattycornered from each other to facility easy lifting with a crane. The two recessed lifting eyes must allow/must have room for a 5/8” clevis to be attached to the lifting eyes. See requirements for concrete type, concrete requirements, dunnage and offloading below.

FOB: Destination

1009 20 Each Concrete Culvert 36" Dia X 5' L (1st OY)

FFP

Request 36” in diameter reinforced concrete culverts. These culverts must be 8’ in length. Each culvert pipe must come with an undamaged spigot and bell end. See requirements for dunnage and offloading below.

FOB: Destination

1010 10 Each Concrete Box Culvert, 3' X 3' X 5' L OY1

FFP

Request 36” X 36” reinforced concrete box culverts. These box culverts must be 6’ in length. Each box culvert must come with an undamaged spigot and tongue end. See requirements for dunnage and offloading below.

FOB: Destination

1011 400 Each Cinder Block Wall, 72"L X 39"H (1st Opt)

FFP

Request the construction of 72” W X 39”H cinder block walls (this is an approximate size). The cinder blocks shall be standard cinder blocks approximately 8” W X 8”H X 16” L and the half blocks shall be 8” X 8” X 8”.

There must be five rows with four standard cinder blocks and one-half cinder block per row. Contract will not use mortar between the cinder blocks joint but shall use a heavy-duty glue such as Heavy-Duty Dyna Grip or equal to that. Contract should not use this glue where the cinder blocks touch the steal for easy re-use of the steel frame after each use. The government will furnish the steel frames to place the cinder blocks into. Once training is complete the vendor will be notified to pick up used frames so they can reset them with new cinder blocks. See note on offload requirements for these cinder block wall.

FOB: Destination

2001 5 Each Concrete Blocks, 3' X 3' X 3' (2nd Opt.)

FFP

Request 3’ X 3’ X 3’ concrete cubes. All vertical and horizontal edges will have no less than 4” and no greater than 6” angle iron approximately ¼” thickness or greater welded together to protect the edges and corners. Must use ½” or greater diameter rebar and this rebar must be placed in the concrete spaced approximately 6” apart in a grid pattern and from top to bottom and no closer than 1/2” and no further than 1” from any edge. There must be two recessed lifting eyes placed 6” from corners and must be cattycornered from each other to facility easy lifting with a crane. The two recessed lifting eyes must allow/must have room for a 5/8” clevis to be attached to the lifting eyes. See requirements for concrete type, concrete requirements, dunnage and offloading below.

FOB: Destination

2002 5 Each Concrete Slabs, 5' X 10' X 6" (2nd Opt.)

FFP

Request 5’ X 10’ X 6” concrete slabs. All vertical and horizontal edges will have no less than 3” angle iron approximately ¼” or greater thickness welded together to protect all the edges and corners; this will have the effect of covering the edges which will work for the application the slab will be used for. These concrete blocks must have ½” or greater diameter reinforcing rebar. The rebar shall be placed at a depth of 3” into the concrete (centered). The rebar will not be spaced more than 10” apart in a square pattern and with the first rebar centered in the concrete slab (the 60” mark). The rebar will not be an any closer than 1/2” and no further than 1” from any edge. Concrete must be flush with the outermost part of the angle iron frame. There must be four (4) recessed lifting eyes set on the flat side of the slab at each corner. These lifting eyes must be at least 4” from and no further than 6” from each corner. The recessed lifting eyes must allow room for a 5/8” clevis to be attached to them. See requirements for concrete type, concrete requirements, dunnage and offloading below.

FOB: Destination

2003 600 Each Concrete Slabs, 42" X 42" X 4" (2nd Opt)

FFP

Request 42” X 42” X 4” concrete slabs. These concrete slabs must have ½” or greater diameter reinforcing rebar. The rebar shall be placed at a depth of 2” into the concrete (centered). The rebar will not be spaced more than 10” apart in a square pattern and with the first rebar centered in the concrete slab (the 21” mark).

The rebar will not be an any closer than 1/2” and no further than 1” from any edge.

There must be 2 Wire or Cable Loops on the top and 6” from either edge to help lift these blocks. They must run at least 12” into the concrete and have a 10” W X 10” H loop for our forklifts to be able to lift and place these blocks in the training sites and in bins after use. See requirements for concrete type, concrete requirements, dunnage and offloading below.

FOB: Destination

2004 500 Each Concrete Slabs, 42" X 42" X 6" (2nd Opt)

FFP

Request 42” X 42” X 6” concrete slabs. These concrete slabs must have ½” or greater diameter reinforcing rebar. The rebar shall be placed at a depth of 3” into the concrete (centered). The rebar will not be spaced more than 10” apart in a square pattern and with the first rebar centered in the concrete slab (the 21” mark).

The rebar will not be an any closer than 1/2” and no further than 1” from any edge.

There must be 2 Wire or Cable Loops on the top and 6” from either edge to help lift these blocks. They must run at least 12” into the concrete and have a 10” W X 10” H loop for our forklifts to be able to lift and place these blocks in the training sites and in bins after use. See requirements for concrete type, concrete requirements, dunnage and offloading below.

FOB: Destination

2005 500 Each Concrete Slabs, 32" X 42" X 4" (2nd Opt)

FFP

Request 32” X 42” X 4” concrete slabs. These concrete slabs must have ½” or greater diameter reinforcing rebar. The rebar shall be placed at a depth of 3” into the concrete (centered). The rebar will not be spaced more than 10” apart in a square pattern and with the first rebar centered in the concrete slab (the 21” mark).

The rebar will not be an any closer than 1/2” and no further than 1” from any edge.

There must be 2 Wire or Cable Loops on the top and 6” from either edge to help lift these blocks. They must run at least 12” into the concrete and have a 10” W X 10” H loop for our forklifts to be able to lift and place these blocks in the training sites and in bins after use. See requirements for concrete type, concrete requirements, dunnage and offloading below.

FOB: Destination

2006 100 Each Concrete Slab, 6' X 10' X 8" (2nd Opt.)

FFP

Request 6’x10’x8” concrete slabs. These concrete slabs must have ½” or greater diameter reinforcing rebar. The rebar shall be placed at a depth of 3” into the concrete (centered). The rebar will not be spaced more than 10” apart in a square pattern and with the first rebar centered in the concrete slab (the 60” mark). The rebar will not be an any closer than 1/2” and no further than 1” from any edge. See requirements for concrete type, concrete requirements, dunnage and offloading below.

FOB: Destination

2007 10 Each Concrete Slabs, 5' X 5' X 6" (2nd Opt)

FFP

Request 5’ X 5’ X 6” concrete slabs. All vertical and horizontal edges will have no less than approximately 3” angle iron approximately ¼” or greater thickness welded together to protect all the edges and corners; this will have the effect of covering the edges which will work for training application. They must have ½” or greater diameter reinforcing rebar. The rebar shall be placed at a depth of 3” into the concrete (centered). The rebar will not be spaced no more than 10” apart in a square pattern and with the first rebar centered in the concrete slab (the 30” mark).

The rebar will not be an any closer than 1/2” and no further than 1” from any edge.

Concrete shall be flush with the outermost part of the angle iron frame. There must be four (4) recessed lifting eyes set on the flat side of the slab at each corner.

These lifting eyes must be at least 4” from and no further than 6” from each corner.

The recessed lifting eyes must allow room for a 5/8” clevis to be attached to them.

FOB: Destination

2008 10 Each Concrete Blocks, 2' X 2' X 4' (2nd Opt)

FFP

Request 2’x2’x4’ high concrete blocks. These concrete blocks must have ½” or greater diameter reinforcing rebar. The rebar shall be placed at a depth of 48” into the concrete (centered). The rebar will not be spaced more than 6” apart in a square pattern and with the first rebar centered in the concrete slab (the 24” mark).

The rebar will not be an any closer than 1/2” and no further than 1” from any edge.

There must be two recessed lifting eyes on top of the 4’ high block and placed 6” from corners and must be cattycornered from each other to facility easy lifting with a crane. The two recessed lifting eyes must allow/must have room for a 5/8” clevis to be attached to the lifting eyes. See requirements for concrete type, concrete requirements, dunnage and offloading below.

FOB: Destination

2009 20 Each Concrete Culvert 36" Dia. X 8' L OY2

FFP

Request 36” in diameter reinforced concrete culverts. These culverts must be 8’ in length. Each culvert pipe must come with an undamaged spigot and bell end. See requirements for dunnage and offloading below.

FOB: Destination

2010 10 Each Concrete Box Culvert, 36” X 3 X 5' L OY2

FFP

Request 36” X 36” reinforced concrete box culverts. These box culverts must be 6’ in length. Each box culvert must come with an undamaged spigot and tongue end. See requirements for dunnage and offloading below.

FOB: Destination

2011 400 Each Cinder Block Wall, 72"L X 39"H (2nd Opt)

FFP

Request the construction of 72” W X 39”H cinder block walls (this is an approximate size). The cinder blocks shall be standard cinder blocks approximately 8” W X 8”H X 16” L and the half blocks shall be 8” X 8” X 8”.

There must be five rows with four standard cinder blocks and one-half cinder block per row. Contract will not use mortar between the cinder blocks joint but shall use a heavy-duty glue such as Heavy-Duty Dyna Grip or equal to that. Contract should not use this glue where the cinder blocks touch the steal for easy re-use of the steel frame after each use. The government will furnish the steel frames to place the cinder blocks into. Once training is complete the vendor will be notified to pick up used frames so they can reset them with new cinder blocks. See note on offload requirements for these cinder block wall.

FOB: Destination

3001 5 Each Concrete Blocks, 3' X 3' X 3' (3rd Opt)

FFP

Request 3’ X 3’ X 3’ concrete cubes. All vertical and horizontal edges will have no less than 4” and no greater than 6” angle iron approximately ¼” thickness or greater welded together to protect the edges and corners. Must use ½” or greater diameter rebar and this rebar must be placed in the concrete spaced approximately 6” apart in a grid pattern and from top to bottom and no closer than 1/2” and no further than 1” from any edge. There must be two recessed lifting eyes placed 6” from corners and must be cattycornered from each other to facility easy lifting with a crane. The two recessed lifting eyes must allow/must have room for a 5/8” clevis to be attached to the lifting eyes. See requirements for concrete type, concrete requirements, dunnage and offloading below.

FOB: Destination

3002 5 Each Concrete Slabs, 5' X 10' X 6" (3rd Opt.)

FFP

Request 5’ X 10’ X 6” concrete slabs. All vertical and horizontal edges will have no less than 3” angle iron approximately ¼” or greater thickness welded together to protect all the edges and corners; this will have the effect of covering the edges which will work for the application the slab will be used for. These concrete blocks must have ½” or greater diameter reinforcing rebar. The rebar shall be placed at a depth of 3” into the concrete (centered). The rebar will not be spaced more than 10” apart in a square pattern and with the first rebar centered in the concrete slab (the 60” mark). The rebar will not be an any closer than 1/2” and no further than 1” from any edge. Concrete must be flush with the outermost part of the angle iron frame. There must be four (4) recessed lifting eyes set on the flat side of the slab at each corner. These lifting eyes must be at least 4” from and no further than 6” from each corner. The recessed lifting eyes must allow room for a 5/8” clevis to be attached to them. See requirements for concrete type, concrete requirements, dunnage and offloading below.

FOB: Destination

3003 600 Each Concrete Slabs, 42" X 42" X 4" (3rd Opt)

FFP

Request 42” X 42” X 4” concrete slabs. These concrete slabs must have ½” or greater diameter reinforcing rebar. The rebar shall be placed at a depth of 2” into the concrete (centered). The rebar will not be spaced more than 10” apart in a square pattern and with the first rebar centered in the concrete slab (the 21” mark).

The rebar will not be an any closer than 1/2” and no further than 1” from any edge.

There must be 2 Wire or Cable Loops on the top and 6” from either edge to help lift these blocks. They must run at least 12” into the concrete and have a 10” W X 10” H loop for our forklifts to be able to lift and place these blocks in the training sites and in bins after use. See requirements for concrete type, concrete requirements, dunnage and offloading below.

FOB: Destination

3004 500 Each Concrete Slabs, 42" X 42" X 6" (3rd Opt)

FFP

Request 42” X 42” X 6” concrete slabs. These concrete slabs must have ½” or greater diameter reinforcing rebar. The rebar shall be placed at a depth of 3” into the concrete (centered). The rebar will not be spaced more than 10” apart in a square pattern and with the first rebar centered in the concrete slab (the 21” mark).

The rebar will not be an any closer than 1/2” and no further than 1” from any edge.

There must be 2 Wire or Cable Loops on the top and 6” from either edge to help lift these blocks. They must run at least 12” into the concrete and have a 10” W X 10” H loop for our forklifts to be able to lift and place these blocks in the training sites and in bins after use. See requirements for concrete type, concrete requirements, dunnage and offloading below.

FOB: Destination

3005 500 Each Concrete Slabs, 32" X 42" X 4" (3rd Opt)

FFP

Request 32” X 42” X 4” concrete slabs. These concrete slabs must have ½” or greater diameter reinforcing rebar. The rebar shall be placed at a depth of 3” into the concrete (centered). The rebar will not be spaced more than 10” apart in a square pattern and with the first rebar centered in the concrete slab (the 21” mark).

The rebar will not be an any closer than 1/2” and no further than 1” from any edge.

There must be 2 Wire or Cable Loops on the top and 6” from either edge to help lift these blocks. They must run at least 12” into the concrete and have a 10” W X 10” H loop for our forklifts to be able to lift and place these blocks in the training sites and in bins after use. See requirements for concrete type, concrete requirements, dunnage and offloading below.

FOB: Destination

3006 100 Each Concrete Slab, 6' X 10' X 8" (3rd Opt.)

FFP

Request 6’x10’x8” concrete slabs. These concrete slabs must have ½” or greater diameter reinforcing rebar. The rebar shall be placed at a depth of 3” into the concrete (centered). The rebar will not be spaced more than 10” apart in a square pattern and with the first rebar centered in the concrete slab (the 60” mark). The rebar will not be an any closer than 1/2” and no further than 1” from any edge. See requirements for concrete type, concrete requirements, dunnage and offloading below.

FOB: Destination

3007 10 Each Concrete Slabs, 5' X 5' X 6" (3rd Opt.)

FFP

Request 5’ X 5’ X 6” concrete slabs. All vertical and horizontal edges will have no less than approximately 3” angle iron approximately ¼” or greater thickness welded together to protect all the edges and corners; this will have the effect of covering the edges which will work for training application. They must have ½” or greater diameter reinforcing rebar. The rebar shall be placed at a depth of 3” into the concrete (centered). The rebar will not be spaced no more than 10” apart in a square pattern and with the first rebar centered in the concrete slab (the 30” mark).

The rebar will not be an any closer than 1/2” and no further than 1” from any edge.

Concrete shall be flush with the outermost part of the angle iron frame. There must be four (4) recessed lifting eyes set on the flat side of the slab at each corner.

These lifting eyes must be at least 4” from and no further than 6” from each corner.

The recessed lifting eyes must allow room for a 5/8” clevis to be attached to them.

FOB: Destination

3008 10 Each Concrete Blocks, 2' X 2' X 4' (3rd Opt.)

FFP

Request 2’x2’x4’ high concrete blocks. These concrete blocks must have ½” or greater diameter reinforcing rebar. The rebar shall be placed at a depth of 48” into the concrete (centered). The rebar will not be spaced more than 6” apart in a square pattern and with the first rebar centered in the concrete slab (the 24” mark).

The rebar will not be an any closer than 1/2” and no further than 1” from any edge.

There must be two recessed lifting eyes on top of the 4’ high block and placed 6” from corners and must be cattycornered from each other to facility easy lifting with a crane. The two recessed lifting eyes must allow/must have room for a 5/8” clevis to be attached to the lifting eyes. See requirements for concrete type, concrete requirements, dunnage and offloading below.

FOB: Destination

3009 20 Each Concrete Culvert 36" Dia. X 5' L (OY3)

FFP

Request 36” in diameter reinforced concrete culverts. These culverts must be 8’ in length. Each culvert pipe must come with an undamaged spigot and bell end. See requirements for dunnage and offloading below.

FOB: Destination

3010 10 Each Concrete Box Culvert,36” X 36 X 5' L OY3

FFP

Request 36” X 36” reinforced concrete box culverts. These box culverts must be 6’ in length. Each box culvert must come with an undamaged spigot and tongue end. See requirements for dunnage and offloading below.

FOB: Destination

3011 400 Each Cinder Block Wall, 72"L X 39"H (3rd Opt)

FFP

Request the construction of 72” W X 39”H cinder block walls (this is an approximate size). The cinder blocks shall be standard cinder blocks approximately 8” W X 8”H X 16” L and the half blocks shall be 8” X 8” X 8”.

There must be five rows with four standard cinder blocks and one-half cinder block per row. Contract will not use mortar between the cinder blocks joint but shall use a heavy-duty glue such as Heavy-Duty Dyna Grip or equal to that. Contract should not use this glue where the cinder blocks touch the steal for easy re-use of the steel frame after each use. The government will furnish the steel frames to place the cinder blocks into. Once training is complete the vendor will be notified to pick up used frames so they can reset them with new cinder blocks. See note on offload requirements for these cinder block wall.

FOB: Destination

4001 5 Each Concrete Blocks, 3' X 3' X 3' (4th Opt.)

FFP

Request 3’ X 3’ X 3’ concrete cubes. All vertical and horizontal edges will have no less than 4” and no greater than 6” angle iron approximately ¼” thickness or greater welded together to protect the edges and corners. Must use ½” or greater diameter rebar and this rebar must be placed in the concrete spaced approximately 6” apart in a grid pattern and from top to bottom and no closer than 1/2” and no further than 1” from any edge. There must be two recessed lifting eyes placed 6” from corners and must be cattycornered from each other to facility easy lifting with a crane. The two recessed lifting eyes must allow/must have room for a 5/8” clevis to be attached to the lifting eyes. See requirements for concrete type, concrete requirements, dunnage and offloading below.

FOB: Destination

4002 5 Each Concrete Slabs, 5' X 10' X 6" (4th Opt.)

FFP

Request 5’ X 10’ X 6” concrete slabs. All vertical and horizontal edges will have no less than 3” angle iron approximately ¼” or greater thickness welded together to protect all the edges and corners; this will have the effect of covering the edges which will work for the application the slab will be used for. These concrete blocks must have ½” or greater diameter reinforcing rebar. The rebar shall be placed at a depth of 3” into the concrete (centered). The rebar will not be spaced more than 10” apart in a square pattern and with the first rebar centered in the concrete slab (the 60” mark). The rebar will not be an any closer than 1/2” and no further than 1” from any edge. Concrete must be flush with the outermost part of the angle iron frame. There must be four (4) recessed lifting eyes set on the flat side of the slab at each corner. These lifting eyes must be at least 4” from and no further than 6” from each corner. The recessed lifting eyes must allow room for a 5/8” clevis to be attached to them. See requirements for concrete type, concrete requirements, dunnage and offloading below.

FOB: Destination

4003 600 Each Concrete Slabs, 42" X 42" X 4" (4th Opt)

FFP

Request 42” X 42” X 4” concrete slabs. These concrete slabs must have ½” or greater diameter reinforcing rebar. The rebar shall be placed at a depth of 2” into the concrete (centered). The rebar will not be spaced more than 10” apart in a square pattern and with the first rebar centered in the concrete slab (the 21” mark).

The rebar will not be an any closer than 1/2” and no further than 1” from any edge.

There must be 2 Wire or Cable Loops on the top and 6” from either edge to help lift these blocks. They must run at least 12” into the concrete and have a 10” W X 10” H loop for our forklifts to be able to lift and place these blocks in the training sites and in bins after use. See requirements for concrete type, concrete requirements, dunnage and offloading below.

FOB: Destination

4004 500 Each Concrete Slabs, 42" X 42" X 6" (4th Opt)

FFP

Request 42” X 42” X 6” concrete slabs. These concrete slabs must have ½” or greater diameter reinforcing rebar. The rebar shall be placed at a depth of 3” into the concrete (centered). The rebar will not be spaced more than 10” apart in a square pattern and with the first rebar centered in the concrete slab (the 21” mark).

The rebar will not be an any closer than 1/2” and no further than 1” from any edge.

There must be 2 Wire or Cable Loops on the top and 6” from either edge to help lift these blocks. They must run at least 12” into the concrete and have a 10” W X 10” H loop for our forklifts to be able to lift and place these blocks in the training sites and in bins after use. See requirements for concrete type, concrete requirements, dunnage and offloading below.

FOB: Destination

4005 500 Each Concrete Slabs, 32" X 42" X 4" (4th Opt)

FFP

Request 32” X 42” X 4” concrete slabs. These concrete slabs must have ½” or greater diameter reinforcing rebar. The rebar shall be placed at a depth of 3” into the concrete (centered). The rebar will not be spaced more than 10” apart in a square pattern and with the first rebar centered in the concrete slab (the 21” mark).

The rebar will not be an any closer than 1/2” and no further than 1” from any edge.

There must be 2 Wire or Cable Loops on the top and 6” from either edge to help lift these blocks. They must run at least 12” into the concrete and have a 10” W X 10” H loop for our forklifts to be able to lift and place these blocks in the training sites and in bins after use. See requirements for concrete type, concrete requirements, dunnage and offloading below.

FOB: Destination

4006 100 Each Concrete Slab, 6' X 10' X 8" (4th Opt.)

FFP

Request 6’x10’x8” concrete slabs. These concrete slabs must have ½” or greater diameter reinforcing rebar. The rebar shall be placed at a depth of 3” into the concrete (centered). The rebar will not be spaced more than 10” apart in a square pattern and with the first rebar centered in the concrete slab (the 60” mark). The rebar will not be an any closer than 1/2” and no further than 1” from any edge. See requirements for concrete type, concrete requirements, dunnage and offloading below.

FOB: Destination

4007 10 Each Concrete Slabs, 5' X 5' X 6" (4th Opt.)

FFP

Request 5’ X 5’ X 6” concrete slabs. All vertical and horizontal edges will have no less than approximately 3” angle iron approximately ¼” or greater thickness welded together to protect all the edges and corners; this will have the effect of covering the edges which will work for training application. They must have ½” or greater diameter reinforcing rebar. The rebar shall be placed at a depth of 3” into the concrete (centered). The rebar will not be spaced no more than 10” apart in a square pattern and with the first rebar centered in the concrete slab (the 30” mark).

The rebar will not be an any closer than 1/2” and no further than 1” from any edge.

Concrete shall be flush with the outermost part of the angle iron frame. There must be four (4) recessed lifting eyes set on the flat side of the slab at each corner.

These lifting eyes must be at least 4” from and no further than 6” from each corner.

The recessed lifting eyes must allow room for a 5/8” clevis to be attached to them.

FOB: Destination

4008 10 Each Concrete Blocks, 2' X 2' X 4' (4th Opt.)

FFP

Request 2’x2’x4’ high concrete blocks. These concrete blocks must have ½” or greater diameter reinforcing rebar. The rebar shall be placed at a depth of 48” into the concrete (centered). The rebar will not be spaced more than 6” apart in a square pattern and with the first rebar centered in the concrete slab (the 24” mark).

The rebar will not be an any closer than 1/2” and no further than 1” from any edge.

There must be two recessed lifting eyes on top of the 4’ high block and placed 6” from corners and must be cattycornered from each other to facility easy lifting with a crane. The two recessed lifting eyes must allow/must have room for a 5/8” clevis to be attached to the lifting eyes. See requirements for concrete type, concrete requirements, dunnage and offloading below.

FOB: Destination

4009 20 Each Concrete Culvert 36" Dia. X 5' L (OY4)

FFP

Request 36” in diameter reinforced concrete culverts. These culverts must be 8’ in length. Each culvert pipe must come with an undamaged spigot and bell end. See requirements for dunnage and offloading below.

FOB: Destination

4010 10 Each Concrete Box Culvert,36”X 36" X 5' L OY4

FFP

Request 36” X 36” reinforced concrete box culverts. These box culverts must be 6’ in length. Each box culvert must come with an undamaged spigot and tongue end. See requirements for dunnage and offloading below.

FOB: Destination

4011 400 Each Cinder Block Wall, 72"L X 39"H (4th Opt)

FFP

Request the construction of 72” W X 39”H cinder block walls (this is an approximate size). The cinder blocks shall be standard cinder blocks approximately 8” W X 8”H X 16” L and the half blocks shall be 8” X 8” X 8”.

There must be five rows with four standard cinder blocks and one-half cinder block per row. Contract will not use mortar between the cinder blocks joint but shall use a heavy-duty glue such as Heavy-Duty Dyna Grip or equal to that. Contract should not use this glue where the cinder blocks touch the steal for easy re-use of the steel frame after each use. The government will furnish the steel frames to place the cinder blocks into. Once training is complete the vendor will be notified to pick up used frames so they can reset them with new cinder blocks. See note on offload requirements for these cinder block wall.

FOB: Destination

CONTRACT MINIMUM/MAXIMUM QUANTITY AND CONTRACT VALUE

The minimum quantity and contract value for all orders issued against this contract shall not be less than the minimum quantity and contract value stated in the following table. The maximum quantity and contract value for all orders issued against this contract shall not exceed the maximum quantity and contract value stated in the following table.

MINIMUM

QUANTITY

MINIMUM

AMOUNT

MAXIMUM

QUANTITY

MAXIMUM

AMOUNT

1.00 9,725.00

DELIVERY/TASK ORDER MINIMUM/MAXIMUM QUANTITY AND ORDER VALUE

The minimum quantity and order value for each Delivery/Task Order issued shall not be less than the minimum quantity and order value stated in the following table. The maximum quantity and order value for each Delivery/Task Order issued shall not exceed the maximum quantity and order value stated in the following table.

MINIMUM

QUANTITY

MINIMUM

AMOUNT

MAXIMUM

QUANTITY

MAXIMUM

1.00 1,945.00

CLIN DELIVERY/TASK ORDER MINIMUM/MAXIMUM QUANTITY AND CLIN ORDER VALUE

The minimum quantity and order value for the given Delivery/Task Order issued for this CLIN shall not be less than the minimum quantity and order value stated in the following table. The maximum quantity and order value for the given Delivery/Task Order issued for this CLIN shall not exceed the maximum quantity and order value stated in the following table.

CLIN

MINIMUM

QUANTITY

MINIMUM

AMOUNT

MAXIMUM

QUANTITY

MAXIMUM

INSPECTION AND ACCEPTANCE TERMS

Supplies/services will be inspected/accepted at:

CLIN INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

0001 N/A N/A N/A Government 0002 N/A N/A N/A Government 0003 N/A N/A N/A Government 0004 N/A N/A N/A Government 0005 N/A N/A N/A Government 0006 N/A N/A N/A Government 0007 N/A N/A N/A Government

0008 N/A N/A N/A Government 0009 N/A N/A N/A Government 0010 N/A N/A N/A Government 0011 N/A N/A N/A Government 1001 N/A N/A N/A Government 1002 N/A N/A N/A Government 1003 N/A N/A N/A Government 1004 N/A N/A N/A Government 1005 N/A N/A N/A Government 1006 N/A N/A N/A Government 1007 N/A N/A N/A Government 1008 N/A N/A N/A Government 1009 N/A N/A N/A Government 1010 N/A N/A N/A Government 1011 N/A N/A N/A Government 2001 N/A N/A N/A Government 2002 N/A N/A N/A Government 2003 N/A N/A N/A Government 2004 N/A N/A N/A Government 2005 N/A N/A N/A Government 2006 N/A N/A N/A Government 2007 N/A N/A N/A Government 2008 N/A N/A N/A Government 2009 N/A N/A N/A Government 2010 N/A N/A N/A Government 2011 N/A N/A N/A Government 3001 N/A N/A N/A Government 3002 N/A N/A N/A Government 3003 N/A N/A N/A Government 3004 N/A N/A N/A Government 3005 N/A N/A N/A Government 3006 N/A N/A N/A Government 3007 N/A N/A N/A Government 3008 N/A N/A N/A Government 3009 N/A N/A N/A Government 3010 N/A N/A N/A Government 3011 N/A N/A N/A Government 4001 N/A N/A N/A Government 4002 N/A N/A N/A Government 4003 N/A N/A N/A Government 4004 N/A N/A N/A Government 4005 N/A N/A N/A Government 4006 N/A N/A N/A Government 4007 N/A N/A N/A Government 4008 N/A N/A N/A Government 4009 N/A N/A N/A Government 4010 N/A N/A N/A Government 4011 N/A N/A N/A Government

Section F - Deliveries or Performance

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 POP 01-JUN-2023 TO

31-MAY-2024

N/A U.S. ARMY, US&R, HD/CSO

U.S. ARMY, HD/CSO, US&R

15053 FLW WP, BLDG. 5415

FORT LEONARD WOOD MO 65473

FOB: Destination

W58G5R

00…