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The CONTRACTOR will also submit with the bid a report identifying the specific stockpile(s) and/or site(s) to be used for the project, and an estimate of the volume of sand available from each stockpile or source. Upon request, Contractor shall arrange for County staff to inspect the stockpile(s) and/or source(s) before submitting bid. The following sections ofthese Technical Specifications will not apply to upland sand source bids: 8.65 8. 115 13. 1 . 1 .2. 1 , 13 . 1 .49 13 .2 .2.2.69 13 .2 .2. 3 . 1 , 197 219 24, 28 , 31 .3, 31 .7, 33 , and 46 . All other Technical Specifications herein apply to all bids. 36 . PAYMENT FOR MOBILIZATION Mobilization includes but is not limited to those operations as defined in Section 5 .8 and as further described in Section 27. 1 of these Technical Specifications. The costs of bonds, required insurance and any other pre-construction expense necessary for the start of the work, excluding the cost of construction materials, shall also be included in this line item. 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 maybe 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-Ne otiable. 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 TECHNICAL AND ENVIRONMENTAL SPECIFICATIONS Rev October 5, 2007 TS-36