B8 - Revised Statement of Work (SOW)_Construct Rubble Pile HRF_Amendment 1-24Aug2022.pdf

The Contractor shall provide the following materials (in new condition):

Item Dimension Quantity

8 each 4 each 32 each

45 cu. yards

23 cu. yards

Round concrete culvert Concrete catch basin Steel "U" channel post 3” Crushed limestone 2” Crushed limestone Fabric weed barrier

36” diameter x 8’ length 48" wide x 48" long 5’ long (2 lbs per foot) 60’ long x 60’ wide x 4” deep 60’ long x 60’ wide x 2” deep 360 square feet 1 each

W912NS22R0002

Statement of Work (Amendment 1 - 8/24/2022)

Missouri National Guard Wappapello Training Site Structural Collapsible Venue Site

Background The Missouri National Guard is seeking a single vendor to build a Structural Collapsible Venue Site (SCVS), commonly referred to as a Rubble Pile at the Missouri National Guard Wappapello Training Site.

Period Of Performance The contractor shall begin performance within 30 calendar days after receiving the notice to proceed and complete work within 60 calendar days after receiving the notice to proceed.

Place and Performance of Services The contractor shall provide services between the hours of 0700-1500 Local Time on Monday through Friday, except on recognized US holidays or when the Government facility/installation is closed due to local or national emergencies, administrative closings, or similar Government-directed facility/installation closings. Performance shall be at the Wappapello Training Site, 461 Co Rd 517, Wappapello, MO 63966: BIV Area C; Entry Control Point.

Recognized Holidays Recognized Federal Holidays can be viewed here, the contractor shall not perform services on any federal holiday: https://www.opm.gov/policy-data-oversight/pay-leave/federal-holidays/

Security Requirements The contractor shall comply with all applicable installation/facility access and local security policies and procedures, which may be obtained from the COR. The contractor and all associated subcontractor employees shall provide all information required for background checks to meet installation access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. The contractor shall ensure compliance with all personal identity verification requirements as directed by Department of Defense (DoD), Headquarters Department of Army (HQDA) and/or local policy. Should the Force Protection Condition (FPCON) change, the Government may require changes in contractor security matters or processes.

Government Furnished Property, Material, Equipment and Services The Government will furnish the 40' shipping container on-site for the contractor to place according to the diagram on Page 4. The government will not provide any other materials, equipment or services for this project.

Contractor Furnished Property, Material, Equipment and Services https://www.opm.gov/policy-data-oversight/pay-leave/federal-holidays/ https://www.opm.gov/policy-data-oversight/pay-leave/federal-holidays/

• Remove 6” of topsoil in the marked area, measuring 60’ x 60’.

• Place fabric weed barrier in the marked area, measuring 60’ x 60’.

• Place approximately 6” of limestone aggregate (3 inch on bottom, 2 inch on top) in the marked area as indicated by the provided diagram (Appendix 1). Change of elevation not to exceed +/- 2”.

• Place one government furnished 40 foot shipping container on the gravel surface according to the diagram on Page 4. The shipping container will be provided on site by the government prior to the start of work.

• Cut two holes in container to align with two adjoining culverts as depicted in diagram (Appendix 1). Ensure holes are large enough to allow safe entry into culvert (no rough, jagged, or protruding edges). Hole diameters not to exceed 40 inches and not less than 36 inches.

• Place the 40 foot shipping container at the southeast edge of the gravel pile, not less than 5 feet from the southeast edge of the gravel and centered between the northeast and southwest edges (see Appendix 1).

• Provide concrete items.

• Place the culverts and catch basins on the gravel as indicated by the diagram

(Appendix 1), ensuring there is not less than 6.5” at the narrowest point and not more than 7” at the widest point between each item (culvert, catch basin, container).

• Secure the culverts with steel "U" channel posts (4 per culvert) to make them securely stationary.

W912NS22R0002

Requirements The contractor shall furnish everything required to perform the following requirements:

Appendix 1 Region VII

2022 UNCLASSIFIED

5 BOUNDARY OF AREA OF WORK

2022 UNCLASSIFIED

10’

5’

D oors40’ Container

8’ T ub e

8’ T ub e

8’ Tube

8’ T ub e

8’ T ub e

North

60’ Limestone Base

’ L im es to ne

B as e

3 3 3 ALLOW NO LESS THAN 6 ½” AND NO MORE THAN 7”

BETWEEN CULVERTS AND CONNECTING ITEMS FOR

FUTURE PLACEMENT OF 4’ X 4’ X 6” CONCRETE SLABS.

4 3” under 2” CRUSHED STONE BASE OVER FABRIC WEED

BARRIER THROUGH OUT AREA WITHIN BOUNDARY OF

AREA OF WORK.

5 BOUNDARY OF AREA OF WORK

8’ Tube

8’ T ub e

8’ T ub e3

Appendix 1 Appendix 1

2022 UNCLASSIFIED

5’-0 LONG GALV. “U” CHANNEL POST (2 LBS PER FOOT). 4 PER CULVERT. TOP OF

POST 2” HIGHER THAN WIDEST POINT OF CULVERT, IN CONTACT WITH CULVERT TO

PREVENT MOVMENT OF CULVERT.

1 3’-0” DIAMETER X 8’-0” LONG CONCRETE CULVERT

3 ALLOW NO LESS THAN 6 ½” AND NO MORE THAN 7” BETWEEN CULVERTS AND

CONNECTING ITEMS FOR FUTURE PLACEMENT OF 4’ X 4’ X 6” CONCRETE SLABS.

6” CRUSHED STONE BASE OVER FABRIC WEED BARRIER

THROUGH OUT AREA WITHIN BOUNDARY OF AREA OF

WORK.

BOUNDARY OF AREA OF WORK

48” X 48” CATCH BASIN WITH 36” THIN WALL KNOCK OUTS ON ALL SIDES OR

PRECASTED OPENINGS.

THIN WALL KNOCK OUT FOR 36” RCP ALL WALLS KNOCKED OUT FOR JUNCTIONS,

UNALTERED FOR NON-JUNCTION SIDES OR PRECASTED OPENINGS ON ALL SIDES

Appendix 1 Appendix 1

2022 UNCLASSIFIED

Region 7 MO HRF Rubble Pile (Proposed)

• WTS site will look similar to this