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Addendum 5 - 20210205 The Itemized bid schedule has been updated accordingly and will be issued with addendum 6. The Summary of Pay Items, Sheet 11 and the Summary of Drainage Structures, Sheet 24 of the Phase 1B roadway plans have been updated. 6. Reference Roadway 1A sheet #20, Note 2: Color Treated and Stamped concrete (color to be selected by the engineer). Please provide color selection. The color shall match the adjacent south section (brick red), a color chart should be provided with shop drawings. 7. Reference sheet B-4 for Bridge at 53rd St over Lateral "A" Canal, which has two notes referencing barrier walls on both sides of bridge: "TRANSITION VERTICAL BARRIER INDEX NO. 423 TO REINFORCED CONCRETE BARRIER WALL (SHOULDER) INDEX NO. 410 (SHEET 3 OF 25)". Confirm that the 32" F Shape Index 420 on South side of bridge and 32" Vertical Shape Index 423 on North Side of bridge.are both to transition to Shoulder Concrete Barrier Wall - Index 410 sheet 4 of 25 Cantilevered wall as indicated in sheet C-1 under FDOT Standard Sheets. The barrier walls on the bridge (423 and 420) transition to the cantilevered FDOT 410 barrier wall off of the bridge. 8. Reference sheet B-10 & B-11 Detail B for Bridge at 53rd St over Lateral "A" Canal. Concrete sections 5'-1" wide by V-6 3/4" thick: It appears reinforcement for this section is accounted for in the Estimated End Bent Quantities, but concrete for these sections is not accounted for in these concrete estimated quantities (sheet B-13 & B-14). Please provide updated concrete quantity to include these sections, and confirm concrete type to be used in these sections, is the intent to pour as part of the end bent (pile cap)? The pile cap quantities for the end bents shown on sheet B-13 and B-14 do include the knee walls and the quantity shown is correct. The knee wall is not required to be cast at the same time as the pile cap placement. 9. Reference Sheet B-13 and B-14 for Bridge at 53`d St over Lateral "A" Canal. Estimated End Bent Quantities calls for Class IV concrete, but General Notes sheet B-2 calls Class II FC' = 3.4 concrete for pile caps. Confirm concrete type. Concrete to be Class II per sheet B-2. 10. Will the county allow paving at nighttime county? If so, what are the working hours? Yes, night time hours are typically from 9PM to 6AM, however, actual hours are depending on the paving operation. 11. Will the county be able to provide a construction schedule? Our schedule department considers that there is not sufficient time to complete this project? The county will not provide a construction schedule, the Contractor will need to schedule approximate cost load and Manpower load based upon selected means and methods to complete the project within the contract time provided. 12. The pricing sheet for the bridge at the north relief canal (491h St. to 57th St.) has a unit of measure for the miscellaneous asphalt as Lump Sum, would the county be able to change it as per ton? We do not intend to change the unit designation from Lump Sum to Per Ton. 13. Can you provide the bid pricing sheets in an excel format? Was provided with Addendum 3. Page 2 of 9