Civil and Structural Clause Samples
The 'Civil and Structural' clause defines the responsibilities and standards related to civil engineering and structural works within a contract. It typically outlines the scope of work, materials, design criteria, and compliance requirements for elements such as foundations, frameworks, and supporting structures. For example, it may specify that all structural components must adhere to relevant building codes and be approved by a qualified engineer. The core function of this clause is to ensure that all civil and structural aspects of a project are clearly defined and executed to meet safety, quality, and regulatory standards, thereby minimizing risks of defects or non-compliance.
Civil and Structural. TANK CONTRACTOR shall provide a Civil/Structural design based on the following: Ground accelerations for the Safe Shutdown Earthquake (SSE) condition and the peak ground acceleration for the Operating Basis Earthquake (OBE). • Tank foundation: TANK CONTRACTOR shall design the tank foundation based on the Geotechnical report supplied by PURCHASER and enclosed in Exhibit E. • TANK CONTRACTOR shall design in accordance with the Geotechnical report listed in Exhibit E. TANK CONTRACTOR shall immediately notify PURCHASER in writing before proceeding with any Work if differing soil conditions are encountered. • TANK CONTRACTOR shall be responsible for the design and installation of all piles. TANK CONTRACTOR shall provide a detailed Quality Assurance and testing procedure for approval by PURCHASER 2 months [60 DAYS] prior to start of production pile activities. • TANK CONTRACTOR shall provide concrete quality/design specifications. • PURCHASER shall make available the existing concrete supply batch plant on the Site for supply of concrete to TANK CONTRACTOR for the Work, which shall provide ready-mix concrete of sufficient strength and quality for the foundations of the Phase 2 Tanks, and which shall supply such concrete in quantities sufficient to support the progress of the Work. TANK CONTRACTOR shall be responsible for all costs associated with purchasing such concrete from such batch plant. • TANK CONTRACTOR shall be responsible for the foundation for all other tank components and accessories, including superstructure, control panels and junction boxes, piping, piping supports, cable tray and conduit supports, etc., within the ▇.▇. • TANK CONTRACTOR shall be responsible for steel superstructure, all walkways, stairways and roof platforms, ladders, suspended roof, etc. Roof platforms shall be designed to support and accommodate all maintenance activities, including dropping and setting down of Submerged Loading Pumps on the roof platform.
Civil and Structural engineering basic and detailed design
1. Sending all ▇▇▇▇▇’▇ ash to Matla (including estimates of modifications to Matla’s ash dam works)
2. Sending a portion (to be determined) of ▇▇▇▇▇’▇ ash to Matla (including estimates of modifications to Matla’s ash dam works) with the remaining ash deposited on the existing and new Ash Dam 4 compartments
a. Existing ash dams only (eliminating both Ash Dam 4.1 and 4.2 and the new AWRD and AWTD)
b. Existing ash dams, Ash Dam 4.2 & the AWTD (eliminating Ash Dam 4.1 and the new AWRD)
c. Existing ash dams, Ash Dam 4.2, the AWTD & reduced size Ash Dam 4.1 (eliminating the new AWRD)
d. Existing ash dams & reduced size Ash Dam 4.1 (eliminating Ash Dam 4.2, the AWTD and the AWRD)
e. Existing ash dams, ash dam 4.1 & the AWRD (eliminating ash dam 4.2 and the AWTD)
3. Not sending any ash to Matla
a. Existing ash dams only (eliminating both Ash Dam 4.1 and 4.2 and the new AWRD and AWTD) (do- nothing option)
b. Existing ash dams, Ash Dam 4.2 & the AWTD (eliminating Ash Dam 4.1 and the new AWRD)
c. Existing ash dams, Ash Dam 4.2, the AWTD & reduced size Ash Dam 4.1 (eliminating the new AWRD)
d. Existing ash dams & reduced size Ash Dam 4.1 (eliminating Ash Dam 4.2, the AWTD and the AWRD)
e. Existing ash dams, ash dam 4.1 & the AWRD (eliminating ash dam 4.2 and the AWTD)
4. Deloading the station (including cost of revenue lost due to deloading)
a. Existing ash dams only (eliminating both Ash Dam 4.1 and 4.2 and the new AWRD and AWTD)
b. Existing ash dams, Ash Dam 4.2 & the AWTD (eliminating Ash Dam 4.1 and the new AWRD)
c. Existing ash dams, Ash Dam 4.2, the AWTD & reduced size Ash Dam 4.1 (eliminating the new AWRD)
d. Existing ash dams & reduced size Ash Dam 4.1 (eliminating Ash Dam 4.2, the AWTD and the AWRD)
e. Existing ash dams, ash dam 4.1 & the AWRD (eliminating ash dam 4.2 and the AWTD) Note: For the options, which eliminate the new AWRD, if a larger volume of ash water needs to be contained in the existing AWRD due to the GN704 daily time step water balance, a new AWRD compartment adjacent to the existing AWRD could be provided rather than the new AWRD. This will eliminate the need to modify the existing AWRD, pump house and ash water return pipelines) The Consultant is required to design for the instability on the current ash facility and must make provision in the design for the quantification of seepage water between ash dam 3 and the Duck Pond (Figure 2). The Consultant is required to cater for any surplus water through t...
Civil and Structural. There are no special requirements for this area. -------------------------------------------------------------------------------- EXHIBIT 1 - SCOPE OF WORK
Civil and Structural. A 250' X 150' warehouse will be provided for finished roll storage and shipping.
Civil and Structural. Construction Documents (65%) Submissions
Civil and Structural. The office and shop buildings area one-story structures with the nominal floor elevation at 100'-0".