2007-136 - Laserfiche WebLink

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Based on the line item for mobilization/demobilization in the Notice of Contract Award, a 60% partial payment shall be made to the CONTRACTOR upon the placement of 10,000 cubic yards of beach compatible material within the construction fill template. The remaining 40% will be paid to the CONTRACTOR upon Final Acceptance of the completed project. 37. ACCEPTANCE PROFILES All sand excavated from the borrow area shall be transported to and deposited on the beach within the lines, grades and cross-sections shown on the Plans except as may be modified following the pre- construction survey or other conditions specified in Section 31 of these Technical Specifications. The CONTRACTOR shall maintain and protect the fill in a satisfactory condition at all times until Acceptance of the work. 37. 1 Non-Negotiable. All acceptance (pay) profiles are shown in the Plans and Specifications for the project. Acceptance profiles have been established based on FDNR/FDEP and intermediate monuments at a spacing of approximately 500 feet ±50 feet. The COUNTY shall retain final decision regarding any and all issues related to pay profiles, pay volumes and any other issues pertaining to the fill quantities and acceptance profiles. 37. 2 Underfilling. The filled beach between acceptance profiles shall be graded, dressed (see Section 31 .4) and uniform in dimension. Pay profile lines shall include a minimum of 95% of the design fill, as calculated by the COUNTY, and the fill must meet the lines and grades of the template shown on the Plans. The constructed beach contour lines between pay profiles shall be approximately parallel and straight, indicating the CONTRACTOR' S best effort to construct a uniform (non-cuspate) beach between the profile lines. If the COUNTY observes underfilling between pay profile lines, or scarping from a previously Accepted Section, additional surveys shall be conducted by the CONTRACTOR to quantify the fill in place and ensure a uniform template is being maintained between profile lines. In order to qualify for payment of that section, the CONTRACTOR shall place additional fill until the beach is uniform in appearance and dimensions between pay profile lines. 37.3 Adjustments for an Increase or Decrease in Work in Excess of 25%. If any change ordered by the COUNTY causes an increase or decrease in the amount of the Work exceeding 25 % of the estimated volumetric quantities to be placed within construction templates as specified by the Contract Documents, then the COUNTY and CONTRACTOR shall execute a written supplemental agreement covering the additional or reduced work. The COUNTY has the right to modify the project to meet the bid amount agreed upon by the COUNTY and the CONTRACTOR. The CONTRACTOR shall be responsible for insuring that such additional work is covered under a performance and payment bond. 37.4 Final Completion. The final completion date shall be the date of completion of all work called for in the Contract Documents. This date is also the date for figuring any liquidated damages. TECHNICAL AND ENVIRONMENTAL SPECIFICATIONS TS-36