Foundation Work Clause Samples
The Foundation Work clause defines the responsibilities and requirements related to the construction or preparation of a building's foundation. It typically outlines the scope of work, materials to be used, standards to be met, and any inspections or approvals required before proceeding with further construction. For example, it may specify that the contractor must excavate to a certain depth, use specified concrete mixes, and obtain engineer approval before pouring. This clause ensures that the foundational elements of a project are completed correctly and safely, thereby reducing the risk of structural issues and disputes later in the construction process.
Foundation Work. All footing and foundation work shall consist of poured-in-place reinforced concrete with a minimum 28-day strength of 3,000 psi and poured with a maximum slump of 4''. All footings must rest on undisturbed virgin soil or on engineered structural fill, and be a minimum of 2'-6'' below finished grades.
Foundation Work. The goal of this task is to build the required foundation for the infrastructure and related equipment as required in the approved stamped engineering drawings. • Design to validate materials. • Order materials. • Pour concrete. • Provide photographs to the CAM of foundation work in progress. • Finish concrete and related foundation work to prepare for construction. • Provie photographs to the CAM of foundation work completed. • Obtain contractor and city inspection sign-off of foundation. • Provide a copy of the signed statement from the contractor attesting to the satisfactory completion of the foundation to the CAM. • Provide a copy of the city inspector’s report to the CAM. • Photographs of foundation work in progress • Photographs of foundation work completed • Signed statement from the contractor • City inspector’s report
Foundation Work. The DA currently does not allow BTC to commence foundation work until it has a guaranteed maximum price contract in place to construct the new segments of Pine and St. ▇▇▇▇ Streets and those portions of Bank and Cherry Streets that are immediately adjacent to the project (which are collectively defined as the public improvements), and until it has a bonded, guaranteed maximum price contract in place to construct all of the private improvements (which are defined as the entire project except for the public improvements). Due to the nature of the design and budgetary processes for the public improvements that were not fully projected by either party at the time that the DA was executed, BTC will not be in a position to sign a guaranteed maximum price contract to construct the new segments of Pine and St. ▇▇▇▇ Streets and those portions of Bank and Cherry Streets that are immediately adjacent to the project until spring of 2019. As written in the DA, this condition would delay the construction of the Private Improvement for many months with no benefit to either party. This was not the intent of the DA and we see no problems with amending the DA to correct this oversight in the original document and to allow the project to proceed. As a separate matter, BTC has also sought relief from the requirement to have a bonded, guaranteed maximum price contract in place to construct all of the private improvements before starting foundation work because it has not yet obtained full construction financing beyond the $56 million of equity financing that the project secured last fall. BTC has evidenced to us that the remaining equity capital is more than sufficient to complete work of this foundation scope. Further, as added conditions in this side letter, BTC has agreed to provide the City with evidence that it has a bonded, guaranteed maximum price contract in place to construct the foundation work so that the City can be assured that the work will be completed once begun, and has agreed that it will meet the original DA conditions before proceeding with construction beyond the completion of the foundation. By allowing BTC to perform foundation work at the developer’s expense, the project will continue to progress without potentially damaging delay and the site will be improved considerably, both of which forward the City’s interests. I welcome further discussion on this topic with the City Council in Monday.
Foundation Work. RCC PILE with allied foundation as per sanctioned drawings, M 25 grade of concrete for pile only other RCC work M 20 grade of concrete and steel. Fe 500 grade