Contact your Building Manager. Building Managers may check the Maximo website anytime, or call , Monday-Friday, 7 a. This requires the contractor to respons in writing and documents the issue for future contractor selection. Problems within NSA Bethesda maintained buildings non-hospital and university that arise during normal business hours should be routed through your Building Manager.
Requests must include: 1. Installation, building number, room number 2. Point of contact, email address and phone number 4. The BFR calculation can be modified with justification to accommodate site-specific or unit-specific loading requirements, such as mission, personnel, functions and equipment. BFRs encompass entire functional categories of use, such as administrative offices, general warehouses or public works shops,for both host and tenant commands.
BFRs should be updated periodically and must be updated when there is a change in loading or a change in mission. The purpose of this publication is to present the specific criteria and algorithms used to prepare BFRs for different categories of functional uses.
Additional requirements for the geotechnical design of this project are provided elsewhere in this RFP. Coordinate all work by the Contractor-provided Geotechnical Engineer with the Contracting Officer and ensure that work does not conflict with Base operations. The report becomes the property of the Government. Provide the Geotechnical reports generated during construction, such as pile load tests or PDA results, pile driving results and analysis, to the Contracting Officer an Adobe Acrobat PDF version and two printed copies for record keeping purposes.
Submit a written Geotechnical report based upon Government-provided subsurface investigation data and all additional field and laboratory testing accomplished at the discretion of the Contractor's Geotechnical Engineer. The Geotechnical Report must include all requirements listed in UFC , Geotechnical Engineering , paragraph entitled "Section "Geotechnical Investigations"; in addition, include the following:.
The project site description, vicinity map and site map indicating the location of borings and any other sampling locations. Provide notes explaining any abbreviations or symbols used and describing any special site preparation requirements.
Submit report accompanied by a cover letter identifying any report recommendations of the report proposed to be adopted into the design which are interpreted by the Contractor as a change condition to the Geotechnical or Pavement related requirements of the RFP. The Contractor's final design drawings must include the Government-provided subsurface data presented in the RFP as noted below, as well as all additional borings and laboratory test data results performed by the Contractor.
The data provided must include:. If deemed necessary by the Contractor's Geotechnical Engineer, the dynamic wave equation method of analysis, pile driver analyzer, must be used to validate pile and pile hammer compatibility, establish pile driving criteria, establish terminal penetration resistance, or verify as-driven capacity of the pile.
Provide PDA or static load test s for piles with required allowable design capacity equal to or greater than 40 tons. Provide verification of satisfactory construction and system performance of the foundations via Performance Verification Testing, and by field inspection, as detailed in this section of the RFP and in Part 2 Section 01 45 Provide special tests and special inspections in accordance with Part 2 Section 01 45 The Engineer must perform periodic site visits throughout construction to assess site conditions.
The Engineer, with the concurrence of the Contractor and the Contracting Officer, must update the excavation, sheeting, shoring, and dewatering plans as construction progresses to reflect actual site conditions and submit the updated plan and a written report with professional stamp at least monthly informing the Contractor and the Contracting Officer of the status of the plan and an accounting of Contractor adherence to the plan; specifically addressing any present or potential problems.
The Engineer must be available to meet with the Contracting Officer at any time throughout the contract duration. The Contractor will bear all costs of the Engineer. Pile installation procedures and installed piles must be inspected and found to be in compliance with these specifications prior to acceptance of the work.
Submit results of the pile test program and final pile installation criteria to the Contracting Officer prior to installation of the production piles. When required, perform PDA on all indicator or test piles. Perform CAPWAP analysis on at least one test indicator pile to determine capacity with a minimum three-day set-up and develop pile installation criteria. Provide sheeting and shoring as required.
Provides sheeting and shoring plans signed by the Contractor's Geotechnical Engineer. Formulate and apply termiticide in accordance with the manufacturer's label directions.
Provide termiticide with a label bearing evidence of registration by the U. Environmental Protection Agency or appropriate requirements of the host country. Apply termiticide to the soil that will be covered by or lie immediately adjacent to the building s and structure s , providing a protective barrier against subterranean termites. Provide applicator s that are licensed or certified by the Federal government or the state or the host country, as applicable.
Provide a 3-year written warranty against infestations or reinfestation by subterranean termites of the buildings or building additions constructed under this contract. Perform annual inspections of the building s or building addition s.
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