Attachment 1 - Statement of Work.pdf

PDF 73 KB Posted

Attached to
MIB COBBLE STONE REPAIR Federal contract opportunity
Solicitation number
140D0420R0075
Issued by
Department of the Interior Departmental Offices Interior Business Center

View the file

Other files for this federal contract opportunity

Other files attached to MIB COBBLE STONE REPAIR, newest first.
File Type Posted
Attachment 2 - Questions and Answers_0002.pdf PDF
Sol_140D0420R0075_Amd_0002.pdf PDF
Sol_140D0420R0075_Amd_0001.pdf PDF
Sol_140D0420R0075.pdf PDF

On GovTribe

Work with this file on GovTribe

  • Download the original file
  • Contacts named in this file
  • Similar government files
  • Ask GovTribe AI about this file

Text version

Project Title: Cobble Stone Repair

Location: The Stewart Lee Udall Department of the Interior Building

1849 C Street, NW

Washington, D. C. 20240

Objective

To repair and reset broken/ loose cobble stones to its historic appearance located on the

D ramp, loading dock area of the MIB. Currently, the cobble stones are unstable and dislodged from the ramp surface. This area is to be repaired ensuring the cobble stones are securely attached to the ramp surface and the active use of large trucks and other vehicles trafficking D ramp do not disturb the cobble stones stability making them loose or unstable.

History

The Stewart Lee Udall Department of the Interior Building (Main Interior Building or

MIB) was originally built in 1936 and concluded a multi-year/multi-phased modernization project in 2017. The MIB consists of 10 floors, basement level through floor 7 with a mezzanine between floor 5 & 6 and a penthouse above the 7th floor. MIB has seven (7) cobble stone paved ramps.

Scope of Work

A. This contract provides for management, supervision, labor, materials, equipment, supplies & services performing repair and/ or replacement and reset of cobble stones that have been dislodged by large trucks using the loading dock on D ramp at the MIB.

B. Extent of the Work: All repair shall be performed in accordance with DOI requirements, the manufacturer's specifications and referenced publications/standards. In all cases, the most stringent requirements shall take precedence.

1. The Contractor work shall consist 22’ x 8” from the north area of the loading dock, 18’ x 8” below the east entrance, 15’ x 5” from the south area of the loading dock and 18’ x 8” west area of the loading dock located on the D ramp.

2. The Contractor will use cobble stones provided by the Government.

3. The Contractor shall excavate areas of repair to a point not disturbing the D ramp cement.

4. The Contractor shall provide and install material for the cobble stone to lay properly, ensuring consistent joint size is maintained.

5. The Contractor is responsible for ensuring the overall stabilization of the cobble stones for active use of the D ramp and loading dock area.

C. Inspection by DOI: The Government reserves the right to make any test, inspection, and/or performance oversight it deems necessary to ensure that all performance requirements are being maintained.

D. Safety and Environmental Management: The Contractor shall comply with all federal, state, and local laws and regulations that relate to the repair, operation, testing, inspection, personnel / worker safety, control of hazardous substances, certification and record keeping concerning activities directly involving this repair project.

E. The Contractor must immediately report to the Contracting Officer’s

Representative (COR), in writing, any & all deficiencies that will/would compromise the operability of the system and/or the safety of the building and its occupants.

F. Normal working hours are between 6:00 am to 6:00 pm. This work is to be performed during normal working hours at the Building Manager or their

Representative discretion, depending on the necessity of the building’s operation. This work is not to disturb the normal operation of D ramp accessibility and the loading dock operation. The Contractor shall submit to the COR or designee a schedule and description of repair the Contractor plans to provide. The Contractor shall prepare this schedule, works sheet, and task description in a checklist format for the COR’s or designee approval prior to contract work commencement. The Contractor must provide the COR or designee a two-week advance look ahead schedule. The scheduled repair will be coordinated in conjunction to DOI’s availability.

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