SOW_-_Bldg._45_Epoxy_floor_(revised).docx
DOCX document 20 KB Posted
- Attached to
- Repair and Install Epoxy Floors Bldg. 45
- Solicitation number
- W912JB-19-R-5022
About this file
Statement of Work
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Bldg._45_Pic_7.jpg | JPG image | |
| Bldg._45_Pic_3.jpg | JPG image | |
| Bldg._45_Pic_6.jpg | JPG image | |
| Bldg._45_Pic_1.jpg | JPG image | |
| Drawing-_Bldg_45_EPOXY_INSTALLATION.pdf | ||
| Bldg._45_Pic_4.jpg | JPG image | |
| Bldg._45_Pic_8.jpg | JPG image | |
| Pre-Proposal_RFIs_-_Bldg._45_Epoxy_Floors.docx | DOCX document | |
| Bldg._45_Pic_5.jpg | JPG image | |
| Bldg._45_Pic_2.jpg | JPG image | |
| Site_Visit_Attendance_Sheet.pdf | ||
| Pre-Proposal_Conference_Minutes_-_Bldg._45_Install_Epoxy_Floor.pdf | ||
| Vetting_Access_Request_List_Blank.pdf | ||
| 19-R-5022.pdf |
Show all 14
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
STATEMENT OF WORK (SOW)
Project Number, Title: VGLZ182057 BLDG. 45 INSTALL EPOXY FLOOR 23 Jul 19 The General Specifications and Selfridge Design Standards apply to this Statement of Work (SOW). The work shall be in strict compliance with those specifications and the requirements identified in this SOW and its attachments. Sections of this SOW may supersede the requirements of the specifications, in which case the more stringent/higher quality requirements shall apply. The number of pages in this SOW, including attachments, is 2
1. This SOW provides for, but is not limited to:
A. The contractor is responsible for all floor preparation and repairs prior to the installation of the epoxy floor. This is to include, but is not limited to, mechanical abrasion of the field, edge grinding in areas in accessible by larger machinery, removal of joint material and patching, and the application of primer as required.
B. The wash rack requires addition preparation prior to installation of the epoxy floor. Contractor shall build-up corners of the wash rack to alleviate the retention of water. Fast curing polymer cement shall be used to provide a positive drainage slope towards the central floor drain in the following areas.
a. SE corner - 10’ x 10’ area. Verify area affected in field.
b. SW Corner - 3’ x 10’ area. Verify area affected in field.
C. Remove the six existing diamond plate transition approaches, remove the corrosion, prime and paint the approaches with oil based paints with the same pattern, repair the mortar beds that support them as required, and reinstall them w/ mechanical fasteners to the newly epoxied floor.
D. The contractor to provide and install a high performance non slip epoxy floor coating in the foyer and maintenance bays (approximately 5,400 s.f.). Application shall consist of a base coat of high build epoxy coating similar to Protective Industrial Polymers 100HB at a thickness of 60 mils, followed by a two topcoat of chemical-resistant, aliphatic urethane coating similar to Protective Industrial Polymers Protect 2000 UR. The topcoat shall have glass bead aggregate mixed into it to provide a non-slip surface, similar to the gloss grip system. The epoxy floor system shall be installed in accordance with the manufacturer’s instructions or recommendation.
E. The contractor to provide and install a high performance non slip epoxy floor coating in the wash rack bays. Application shall consist of a base coat of high build epoxy coating similar to Protective Industrial Polymers 100HB at a thickness of 60 mils, followed by a topcoat of chemical-resistant, aliphatic urethane coating similar to Protective Industrial Polymers Protect 2000 UR. The topcoat shall have glass bead aggregate mixed into it to provide a non-slip surface, similar to the gloss grip system, and shall receive a heavy broadcasting of granular quarts into the epoxy material. The epoxy floor system shall be installed in accordance with the manufacturer’s instructions or recommendation.
F. The contractor is to provide and install new 4” in. seamless epoxy cove Base around perimeter walls (approximately 850 L.F.)
| 2. | The following options shall be used in lieu of the options listed in the generic specifications: |
| 3. | Additional specifications for materials or requirements not included in the specifications: |
A. See Selfridge Design Standards.
4. The following attachments are included in this SOW:
1. Drawing dated 24 April 2019
2. Period of Performance is 45 days from contract award.
File details come from the government source that posted it.