Summary of Work_Draft 29Jun21.pdf
PDF 80 KB Posted
- Attached to
- Task Force Operations Center, Kingdom of Jordan
- Solicitation number
- W912ER21R0036
About this file
This pre-solicitation notice is for a two-phase design-build contract to construct a Task Force Operations Center in Jordan. The Army Corps of Engineers will award a firm-fixed-price contract for the design and construction of a modular facility at King Abdullah II Air Base, including a pre-engineered metal building, site preparation, utilities, and optional stadium seating and backup power. Phase One involves a technical evaluation of up to five offerors' qualifications. Phase Two will issue the solicitation to those firms and evaluate price proposals against technical requirements. The Army Corps of Engineers intends to make one award by the conclusion of Phase Two evaluations using best value tradeoff source selection.
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SECTION 01 11 00 Page 1
SECTION TABLE OF CONTENTS
DIVISION 01 - GENERAL REQUIREMENTS
SECTION 01 11 00
SUMMARY OF WORK
PART 1 GENERAL
-- End of Section Table of Contents --
SECTION 01 11 00 Page 2
SECTION 01 11 00
SUMMARY OF WORK
PART 1 GENERAL
1.1 PROJECT DESCRIPTION
The purpose of this Design Build project is to design and construct a Task Force Operations Center on King Abdullah II Air Base, Jordan in accordance with US standards. The project shall be awarded with base bid items and include the potential for options as specified in paragraph 1.3.
1.2 SUMMARY OF WORK
This design-build project involves the design and construction of a Pre- Engineered Metal Building (PEMB)with overall dimensions of 100 feet long x 100 feet wide with a 15 feet wide x 53 feet long extension. The PEMB shall have a roof slope of 2:12. The eave height of the building shall be 22 feet. The building will be built out in the interior with Offices, latrines, and a raised stadium flooring auditorium room. The building will also require HVAC, electrical, and other utilities. The final complete structure shall provide a dust-free and moisture-free environment when the doors are closed under all weather conditions. The moisture-free environment shall be achieved without any additional tarps or rain flies.
1.2.1 Pre-Engineered Metal Building
Contractor shall utilize provided drawings and technical requirements herein to develop a fully design, code-compliant facility. Facility shall be of size, configuration and adjacencies as shown in provided drawings without deviation.
1.2.2 Supporting Facilities, Site Development, and Utilities
The Contractor shall design and construct the supporting facilities, site layout, grading and drainage, and site utilities as described in the contract documents. Floor plans along with other design information shown in this document are "typical" and are included to communicate requirements. They do not relieve the Contractor from providing a detailed design.
1.2.3 The Contractor shall develop and submit a final layout for all facilities based on the known requirements taking into consideration the utilities to be extended to the magazines, maintaining positive drainage and minimizing site work.
SECTION 01 11 00 Page 3
1.2.4 Investigations and Surveys
The Contractor shall perform topographic survey for the project area and conduct geotechnical investigations for the structures and pavements. Based on the findings of the geotechnical investigation, the Contractor shall provide foundation design for the design build facilities. Based on the findings of the topographical investigations, the Contractor shall review the site layout plan to either confirm or propose changes to provide sufficient drainage.
1.3 BASE BIDS
The base bid includes the construction of the Pre-Engineered Metal Building including security lighting, site preparation, and site utilities serving the base bid items.
1.4 OPTIONS
Optional bid items include:
• Stadium Seating
• Emergency Backup Power Supply
-- End of Section --
File details come from the government source that posted it. Updated .