Pre-Construction Submittals. The Port will notify the Contractor of the required schedule and locations of each Dredge Event thirty (30) calendar days prior to the anticipated start date for the Dredge Event. The Port will identify the dredge site/sites, preliminary dredge limits, required elevations, dredge unit (DU) areas, and preliminary volume estimates. At least ten (10) calendar days prior to the Dredge Event, the Contractor shall submit to the Port Engineer or designee the documents listed below. The Port’s Engineer or designee will review and forward the documents to the U.S. Army Corp of Engineers for approval. No work shall begin prior to the Port’s approval of all submittals.
Pre-Construction Submittals. The Contractor shall submit to the Employer’s Representative four (4) copies each, unless stipulated otherwise elsewhere in this document, of pre-construction submittals of shop drawings, equipment data sheets, calculations, test results, certifications and other required submittal material prior to starting construction or have any piece of equipment or material delivered to the Project Sites. It is a matter of high priority that the Contractor ensures the submittal of such data and drawings within the stipulated time schedules. It is the intention of the Employer to ensure that the approval of such submittals is made expeditiously. The Contractor is therefore required to set-up their project office in Guwahati (fully equipped and staffed). This project office shall be duly backed up by a full service office at the Contractor’s headquarters to enable continuous submission, interaction and timely clearances.
Pre-Construction Submittals. 3.5.1 CONTRACTOR will prepare and submit all required pre-construction submittals within 15 Days after the Effective Date, except where the Contract Administrator extends time for submittal in writing. The submittals will include each of the following:
Pre-Construction Submittals. Upon review, CH2M HILL may require revisions to pre-construction submittals in order to ensure the project objectives will be achieved in accordance with applicable regulations and standards and at an appropriate level of worker safety. The Subcontractor shall make all necessary revisions required to the pre-construction submittals and obtain CH2M HILL’s approval prior to starting construction. Required Pre-Construction submittals are listed below: · Quality Control Plan – the Quality Control Plan outlines The Subcontractor’s Quality Program to ensure work is performed in accordance with specifications, plans and other contract documents. · Construction Schedule – The Subcontractor’s construction schedule shall demonstrate achievement of the milestones established by CH2M HILL. The Subcontractor shall add resources as necessary if field activities are not progressing in accordance with the milestones established by CH2M HILL. · Schedule of Values – the schedule of values includes the details of each bid item showing the lowest level of detail to accurately quantify and track the progress of the project. · Material Submittals – as required by the statement of work, plans, and specifications. · Health and Safety Plan – the Accident Prevention Plan (APP) defines the specific health and safety issues for the specific project and implements The Subcontractor’s Health and Safety program.
Pre-Construction Submittals. 1. In areas that appear to have soils with high organic content or that are saturated for extended periods of time, site specific investigation/borings should be conducted at locations 1,500-2,000 feet apart. Drill each roadway boring to a depth of 10 feet, or 5 feet into rock, whichever occurs first. Water table (if encountered) should be shown on boring log. Prepare and deliver the boring inspection information as specified in Publication 222, Section 4.11. Submit a proposed design to account for the soil type.
Pre-Construction Submittals. 1. Submit a proposed design to account for the soil type. Prepare and submit shop drawings as specified in Section 105.02(d). At a minimum, include the following for each end anchor terminal: Borings and Soil Testing • Perform drilling by a prequalified geotechnical drilling contractor listed in Publication 222. • Prepare and deliver the boring inspection information as specified in Publication 222, Section 4.11. A minimum of one boring must be completed at each anchor terminal unless end anchor terminals are closely spaced. • Obtain each boring within 25 feet horizontally of each proposed end anchor terminal location. • Drill each boring to a depth of 25 feet, or 10 feet into rock, whichever occurs first. Show water table (if encountered) on boring log. • At each boring location, laboratory testing will include soil and rock classification, soil strength and rock strength testing to determine the required in situ soil/rock parameters for design of the foundation. • Testing will be performed by a certified AASHTO Materials Reference Laboratory (AMRL) using ASTM standards. End Anchor Terminal Foundation Design • Provide design for end anchor terminal foundations based on site specific soils for each end anchor terminal location.
Pre-Construction Submittals
