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Addendum 1 <br />6. Please provide details for the 63 SF of grate to furnish and install. Should this be paid per EA? Which <br />type of castings will be needed? The item is specified in SF (square feet) due to the fact that the <br />existing drainage structures in need of new grates are not within FDOT dimensional standards and <br />will need to be custom made to fit each structure. The inlet grates are to be reticuline steel, <br />require H-20 loading and be hot dipped galvanized. <br />7. Regarding the Adjust Valve Boxes pay item, is that for water valves? The pay item references a <br />storm sewer number of 0425 6. Please clarify what type of valve boxes will be adjusted. A field <br />review of the pavement showed the patch in the pavement was believed to a valve box that was <br />paved over at 45th street. Upon further investigation it was determined to be a patch for an old <br />stop sign that was removed. In the event that there are any utility valve boxes that have been <br />paved over, the pay item sets a unit price for that work if it's needed. The Contractors are to bid <br />the project as it will be constructed within the project time. <br />8. See widening details on sheet 3 of 31. Where does the 2' asphalt widening occur, besides adjacent <br />to the three traffic islands? In order to do a takeoff, we need to verify the 2916 SY of OBG11, I <br />cannot find the entire 2916 SY of cemented coquina. The widening details say "Stations and <br />locations vary", could you identify where this work occurs so we may perform a quantity takeoff? <br />Plan Sheet 3 - Addendum 1 shows the updated quantities for Optional Base Group 11 and <br />Optional Base Group 6 and specifies the limits of the widening. <br />9. Is the Owner responsible for all testing on this project? Contractor will be responsible for Quality <br />Control testing consistent with FDOT standard specifications as modified by the contract and the <br />County will provide material verification testing per FDOT specifications. The County does not <br />factor in spread rate for composite pay factor adjustments for asphalt testing. <br />10. In the pre-bid meeting this morning, we discussed the pay item that is paid by the SF, and includes <br />furnishing and placing new grates. See attached picture. Is the grate in this picture what we are to <br />base our bid upon? I found three different types of storm grates in the IR Blvd. median. I am <br />looking for clarification as to what the County wants. The grates are to be hot dipped galvanized <br />reticuline steel grate with H-20 load rating. <br />11. How are the sod items being paid? Itemized Bid Schedule —Addendum 1 now includes items for <br />sod. <br />12. Can cross sections be provided for earthwork quantities? The project was designed to be milling <br />and resurfacing with minor widening in areas to develop a 5ft bike lane along the corridor and <br />thus cross section were not developed for this project. Stationing limits where the widening is to <br />occur will be reflected on the typical sections as well as well as a table showing the maximum <br />pavement widening widths for respective station ranges. The CAD & survey files are included with <br />this addendum. <br />