Attachment 1 SOW Updated.docx

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Y1DA--CON NRM 692-20-115 Reuse CT Trailer Enhance Native American Yurt Area Yurt Area
Solicitation number
36C26020Q0177
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File Type Posted
Attachment 1 RFI List 20200826.docx DOCX document
36C26020Q0177 0004.docx DOCX document
Attachment 2 Revised Price Schedule.docx DOCX document
36C26020Q0177 0003.docx DOCX document
Attachment 1 RFI List as of 20200820.docx DOCX document
Attachment 2 EMR Change.docx DOCX document
Attachment 1 RFI List-2.docx DOCX document
Attachment 2 Yurt Grade.png PNG image
Attachment 3 Sign-in sheet 8-8-2020.pdf PDF
36C26020Q0177 0002.docx DOCX document
36C26020Q0177 0001.docx DOCX document
Attachment 1 RFI List.docx DOCX document
Attachment 4 Drawings As-Builts.pdf PDF
Attachment 3 Drawings Updated.pdf PDF
Attachment 2 Specs.pdf PDF
36C26020Q0177_3.docx DOCX document
Attachment 5 Wage Determination.pdf PDF
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Text version

SCOPE OF WORK

Reuse CT Trailer for Yurt Area Project: 692-20-115

The contractor will provide all material, labor, equipment, and supervision necessary to complete the below items.

1. Move the CT structure from its current location to the Yurt area. Disconnect the weld plates and utilities from the existing foundation before moving. Saw cutting of sidewalk and minor excavation will be needed to reach the weld plates. See attached Structural As-Builts for locations of lifting lugs.

2. Welding

a. Provide the embeds needed for the footings

b. Weld the CT structure to the new foundation

3. Excavation and compaction of subgrade for the new concrete footings including

a. Excavating a 41’ x 14’ area up to 3’ in depth

b. Compacting the base layer of earth

c. Infilling with ¾” rock and compacting to a depth of 18”

d. Overlaying the compacted rock with 2” of sand

e. Framing and pouring of concrete

4. New Sewer

a. Excavation and installation of a new sewer with 4” PVC to be run back to the new site of the trailer

b. The sewer will require trenching down to a depth of 6’-10’ requiring the use of shoring or trench boxing per OSHA

c. Sewer to have a minimum depth of 3’

d. Sewer will have a run of approximately 175’

5. New water

a. Excavation and installation of new 2” PVC water to be run to the CT trailer

b. Will require removing the old backflow and installing a new one closer to the CT Trailer

c. Water to have a minimum depth of 3’

d. Water will have a run of approximately 600’

Refer to drawings and specifications for additional details.

BASE BID: Items 1, 2, & 3

Work will be completed in 56 calendar days from Notice To Proceed.

OPTION 1: Item 4

Work will be completed in 21 calendar days

OPTION 2: Item 5

Work will be completed in 21 calendar days

File details come from the government source that posted it. Updated .