Concrete Construction Sample Clauses

The Concrete Construction clause defines the standards and requirements for all concrete-related work within a construction project. It typically outlines specifications for materials, mixing, placement, curing, and testing of concrete to ensure structural integrity and compliance with design documents. By setting clear expectations for workmanship and quality, this clause helps prevent disputes over construction methods and ensures the finished structure meets safety and durability standards.
Concrete Construction. CBC 1705.3
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Concrete Construction. B9 Concrete Construction and Retrofit Change the passenger and cargo lifts’ door of 1F-3F, top floor surface with waterproof slope, elevator machine room with steel door. Additional Factory Facilities Room Used area of 172.5㎡(5m*34.5m), illumination intensity should be not less than 200lx Water chiller/air compressor/vacuum pump/process cooling water, the roof placed cooling towers request bearing 750KG/m2
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Concrete Construction. See Table 1705.3 for detailed information regarding inspection. Major areas under steel construction are: 1. inspection of reinforcing steel, including prestressing tendons, and placement, 2. inspection of bolts to be installed in concrete prior to and during placement of concrete, 3. verification of use required design mix, 4. sampling of fresh concrete and performing slump, air content and fresh concrete temperature at time of making specimens for strength tests, 5. inspection of concrete and shotcrete placement for proper application techniques,
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Concrete Construction. See Table 1704.4 for detailed information regarding inspection. Major areas under steel construction (see Section 1704.4) are: a. inspection of reinforcing steel, including prestressing tendons, and placement, b. inspection of bolts to be installed in concrete prior to and during placement of concrete, c. verification of use required design mix, d. sampling of fresh concrete and performing slump, air content and fresh concrete temperature at time of making specimens for strength tests, e. inspection of concrete and shortcrete placement for proper application techniques, f. inspection for maintenance of specified curing temperature and techniques, g. inspection of prestressed concrete including application of prestressing forces and grouting of bonded prestressing tendons, h. erection of precast concrete members, i. verification of in-situ concrete strength prior to stressing of tendons in post-tensioned concrete and prior to removal of shores and forms from beams and structural slabs.
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Concrete Construction. Cement: Cement shall be 3,500 psi mix, with a minimum cement factor of 550 pounds.
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Concrete Construction. Add the following: In some locations the pipeline to be replaced is located under various concrete improvements such as sidewalk, driveway, curb, gutter, etc. Contractor shall sawcut the existing concrete to be removed and replaced. Replacement of existing Portland cement concrete curb, gutter, sidewalk, and driveway shall conform to City Standard Details ST 1 through 7.
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Concrete Construction. VERIFICATION / INSPECTION 1. Reinforcing steel, including prestressing tendons, and placement 2. Reinforcing steel welding 3. Bolts installed in concrete 4. Required mix design 5. Fresh concrete sampling / testing 6. Placement of concrete and shotcrete
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Concrete Construction. At this time, SCG does not know the contractor’s concrete pouring sequence or schedule. However, SCG anticipates approximately eight (8) periodic inspections of the reinforcing bars prior to the pours. SCG anticipates four (4) separate concrete pours for the structural concrete elements (footings and walls). The concrete pours require continuous inspections and concrete quality control testing. In total, another eight (8) is estimated to perform all concrete cylinder breaks and to provide the reports. The contractor shall provide SCG with a convenient and adequate staging and curing area for the concrete test cylinders. Compressive strength testing will be performed on the concrete cylinders. • SCG estimates another five (5) full days to perform the additional continuous inspections for the adhesive anchors, prestressed concrete and grouting as listed on sheet S1.0. • SCG scope and budget shall include attending the pre-construction meetings, periodic and continuous inspections, sampling the concrete, performing the compressive strength tests, and the completion of the compliance reports. • The suggested budget to complete this scope of work is $12,514.
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Related to Concrete Construction

  • Law; Construction This Agreement and any claim, counterclaim or dispute of any kind or nature whatsoever arising out of or in any way relating to this Agreement (“Claim”), directly or indirectly, shall be governed by, and construed in accordance with, the internal laws of the State of New York.

  • General Construction 20.2.1. Binding Nature.............................................. 20.2.2. Entire Agreement............................................ 20.2.3. Governing Law............................................... 20.2.4. Indulgences Not Waivers..................................... 20.2.5. Titles Not to Affect Interpretation......................... 20.2.6.

  • ICIF Construction The ICIF shall be designed and constructed in accordance with Good Utility Practice. Within one hundred twenty (120) Calendar Days after the Commercial Operation Date, unless the Parties agree on another mutually acceptable deadline, Interconnection Customer shall deliver to Transmission Provider and Transmission Owner “as-built” drawings, information and documents for the ICIF, such as: a one-line diagram, a site plan showing the Generating Facility and the ICIF, plan and elevation drawings showing the layout of the ICIF, a relay functional diagram, relaying AC and DC schematic wiring diagrams and relay settings for all facilities associated with the Interconnection Customer’s step-up transformers, the facilities connecting the Generating Facility to the step-up transformers and the ICIF, and the impedances (determined by factory tests) for the associated step-up transformers and the Generating Facility. Interconnection Customer shall provide Transmission Provider and Transmission Owner with Interconnection Customer’s specifications for the excitation system, automatic voltage regulator, Generating Facility control and protection settings, transformer tap settings, and communications, if applicable.

  • DAF Construction The DAF shall be designed and constructed in accordance with Good Utility Practice. Within one hundred twenty (120) Calendar Days after the Commercial Operation Date, unless the Developer and Connecting Transmission Owner agree on another mutually acceptable deadline, the Developer shall deliver to the Connecting Transmission Owner and NYISO “as- built” drawings, information and documents for the DAF, such as: a one-line diagram, a site plan showing the Large Generating Facility and the DAF, plan and elevation drawings showing the layout of the DAF, a relay functional diagram, relaying AC and DC schematic wiring diagrams and relay settings for all facilities associated with the Developer’s step-up transformers, the facilities connecting the Large Generating Facility to the step-up transformers and the DAF, and the impedances (determined by factory tests) for the associated step-up transformers and the Large Generating Facility. The Developer shall provide to, and coordinate with, Connecting Transmission Owner and NYISO with respect to proposed specifications for the excitation system, automatic voltage regulator, Large Generating Facility control and protection settings, transformer tap settings, and communications, if applicable.

  • Language Construction The language of this Agreement shall be construed in accordance with its fair meaning and not for or against any party. The parties acknowledge that each party and its counsel have reviewed and had the opportunity to participate in the drafting of this Agreement and, accordingly, that the rule of construction that would resolve ambiguities in favor of non-drafting parties shall not apply to the interpretation of this Agreement.