Pre-Construction Submittals Sample Clauses

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.
Sample 1
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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. 1. The Dredging Operations Plan, including but not limited to the following items: a) U.S. Army Corps of Engineers permit and other applicable permits numbers (Port will provide these numbers to the Contractor). b) Episode number (Dredge Event number under this Contract) c) The Contractor business name, telephone number and the dredging site representatives. d) Anticipated dredging start date. e) Anticipated dredging completion date. f) The dredging equipment description and specifications. g) Name of each vessel used. h) The bin or barge capacity for each vessel used. i) Dump scow numbers or identification for each vessel used. j) New or maintenance dredging (Information provided by Port). k) The method and equipment to be used for dredging position control indicating how vertical and horizontal position control will be maintained. l) The method and equipment used for determining the positioning by electronic methods of the dredge and dump scow during entire dredging and disposal operation. m) Summary of proposed dredging procedures. n) The Required Dredge Elevation(s) and estimated volume of suitable/unsuitable material to be dredged (as estimated for each site per scheduled event). The volume information may not be available by the required submittal date and can be based on the preliminary information provided by the Port since the pre-dredge survey may not be completed by this submittal date. o) A pre dredge survey signed by the licensed third party surveyor and Port Engineer/Manager must be included. p) A plan showing the dredging area limits and DU areas of suitable versus unsuitable materials. The suitable versus unsuitable DU areas may not be available by the required submittal date and can be based on the preliminary information provided by the Port. q) The date of the last dredging event for...
Sample 1
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.
Sample 1
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:
Sample 1
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. 2. Prepare and submit shop drawings as specified in Section 105.02(d). At a minimum, include the following in the shop drawings to cover all runs of high-tension cable barrier: ▪ General notes and construction specifications ▪ Height of each cable in the system ▪ Installation tolerances ▪ Post length and height of each post with respect to the ground level ▪ Post spacing along entire length of system ▪ Detailed drawings of all posts and hardware ▪ Overall length of the cable barrier segment, including end terminals 3. Submit the items described in this section to the Representative at least 30 calendar days prior to planned construction and have them signed and sealed by a Professional Engineer, registered in the State of Pennsylvania. Include manufacturer's product brochure, specifications, and requirements. Within 16 calendar days after receipt, the Representative will notify the Contractor in writing of all additional information required and/or necessary changes. Submit the additional information and/or necessary changes within 7 calendar days of receiving comments from the Representative. The Representative will notify the Contractor within 7 calendar days, after receipt of the additional information, of the Department's acceptance or rejection.
Sample 1
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: • 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. • Provide design for end anchor terminal foundations based on site specific soils for each end anchor terminal location. i. Design block anchor or drilled caisson (shaft) anchor according to Publication 15M, Design Manual Part 4 and AASHTO LRFD, including overturning, sliding (block anchor only), and reinforcement steel. Design all foundations and connections for the strength and service limit states as required in AASHTO Section 1.3.2
Sample 1
Pre-Construction Submittals 
Sample 1
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Related to Pre-Construction Submittals

  • Pre-Construction Phase Employer’s Liability, Workers’ Compensation, Comprehensive General Liability and Comprehensive Automobile Liability in the amounts as set forth in the UGSC.

  • PRE-CONSTRUCTION PHASE SERVICES The Pre-Construction Phase shall be deemed to commence upon the date specified in a written Notice to Proceed with Pre-Construction Phase Services issued by Owner and shall continue through completion of the Construction Documents and procurement of all major Subcontractor agreements. Contractor is not entitled to reimbursement for any costs incurred for Pre-Construction Phase Services performed before issuance of the written Notice to Proceed. Pre-Construction Phase Services may overlap Construction Phase Services. Contractor shall perform the following Pre-Construction Phase Services:

  • Pre-Construction Meeting No more than seven (7) days from the issuance of the NTP, unless the County grants additional time, the County will conduct a pre-construction meeting with the Contractor’s project manager, Subcontractors, and the end-user to determine the actual project schedule, project access requirements and to address and resolve any customer concerns.

  • Pre-Construction Conference Participate in a Pre-Construction Conference prior to commencement of Work at the Site.

  • PRE-CONSTRUCTION PHASE FEE The Pre-Construction Phase Fee is the total compensation payable to Contractor for the performance of Pre-Construction Phase Services, except for Additional Pre-Construction Phase Services approved in advance and in writing by Owner. The Pre-Construction Phase Fee shall be a lump sum amount based on the AACC established in this Agreement. 6.1 Except as specifically allowed by Owner, Contractor shall not be entitled to any increase in the Pre-Construction Phase Fee for any costs, expenses, liabilities or other obligations arising from the performance of Pre-Construction Phase Services. 6.2 Costs associated with the following items are specifically, but not exclusively, included in the establishment of the Pre-Construction Phase Fee: profit and profit sharing; general overhead; salaries and labor; housing and relocation; estimating, scheduling and information management systems and software; contract administration; office expenses; printing and copying; consulting fees; legal or accounting fees; cost of money; taxes; insurance premiums and deductibles; bond costs; purchase or rental of equipment; utilities; travel; per diem; fines or penalties; and damage awards. 6.3 If the scope of the Pre-Construction Phase Services is changed materially, the Pre- Construction Phase Fee shall be equitably adjusted. If the AACC is changed materially before acceptance of the GMP Proposal, the Pre-Construction Phase Fee shall be adjusted in writing in proportion to the change in the AACC. There shall be no adjustments in the Pre-Construction Phase Fee following acceptance of the GMP Proposal. 6.4 For Additional Pre-Construction Phase Services that are approved in advance and in writing by Owner, Contractor shall be entitled to additional compensation computed as follows: 6.4.1 A pre-established lump sum amount; or 6.4.2 The hourly cost of Contractor’s employees or consultants who actually perform the Additional Services based on the employee’s Worker Wage Rate or prorated Monthly Rate plus the actual cost of allowable expenses incurred in the performance of the Additional Pre-Construction Phase Services, plus an overhead and profit markup of ten percent (10%) of the total cost; or 6.4.3 As otherwise agreed in advance and in writing.

  • 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.

  • Contract Construction 6.27.1 The parties acknowledge that each party and its counsel have reviewed this CONTRACT and that the normal rule of construction to the effect that any ambiguities are to be resolved against the drafting party shall not be employed in the interpretation of this CONTRACT or any amendment or exhibits hereto.

  • 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.

  • 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.

  • Legal Construction If one or more of the provisions contained in this Agreement shall for any reason be held invalid, illegal, or unenforceable in any respect, such invalidity, illegality, or unenforceability shall not affect any other provisions and this Agreement shall be construed as if it did not contain the invalid, illegal, or unenforceable provision.

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