Construction specification Sample Clauses
A construction specification clause defines the technical and quality requirements for materials, workmanship, and methods to be used in a construction project. It typically outlines standards for products, installation procedures, and performance criteria that contractors must follow, such as specifying the grade of concrete or the type of electrical wiring. By providing clear and detailed expectations, this clause ensures that the finished work meets the project's design intent and regulatory standards, reducing the risk of disputes and substandard construction.
Construction specification. Detailed specifications for sidewalk construction will be established by the city engineer. Unless the city engineer specifies otherwise, the general standards shall be as follows:
1. Five feet in width, except that if a block face has existing sidewalk that is less than five feet in width the new sidewalk on such a block face may match the width of the existing sidewalk, or as specified in the Construction Standards and Policies Manual.
2. At least four inches in depth, or as specified in the Construction Standards and Policies Manual.
3. Perpendicular curb ramps must be constructed at street intersections, or as specified in the Construction Standards and Policies Manual.
4. Drive apron, including the sidewalk sections behind the drive apron, is at least six inches in depth, or as specified in the Construction Standards and Policies Manual.
Construction specification. Responsibility: Not Applicable Deliverable(s): Assumption(s):
Construction specification. Section 4.3 sets a standard work week at a minimum of 4x10s. If alternate working hours are required to complete work within the required timeframe – contractor is expected to propose alternate working hours as part of their proposal.
Construction specification. AECOM will take the final specifications prepared for Area M-2 repackaging effort dated 2024 and edit for the Area D-3 repackaging. The 2024 specification is the latest repackaging effort completed by AECOM. As with Area M-2 repackaging, all references to the Federal government requirements and other USACE requirements will not be included in the specifications. The specifications will be written to identify the Area D-3. MSWD shall provide updated front end specification sections for AECOM’s use in preparing the Area D-3 update. Specifications (.docx) via e-mail for review. Based on the Area D-3 drawings, AECOM will update the construction cost estimate using the revised sanitary sewer quantities for the repackaging of Area D-3. AECOM will use the average unit rates obtained from the AD-12 Area M-2 cost estimate and apply escalated versions of those unit rates to Area D-3 for similar construction items if so directed by MSWD.