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13 . Question : On Plan Sheet 2 under General Notes : No . 9 states : All existing drainage structures are <br /> to remain unless otherwise noted . All existing drainage pipe is to be removed unless otherwise <br /> noted . Do we plug the existing structures where the existing drainage pipe has been removed ? <br /> Answer: Within the limits of work, there is only one structure to remain , and the existing pipes for <br /> this structure are to remain . ( See Sheet 51, Station 121 + 60 L ( 4th Street) ) . <br /> 14 . Question : Bid Item 430- 175 - 101A — calls for 6" Polyethylene Pipe . The plans call for 6" PVC <br /> Schedule 40 . Please clarify. <br /> Answer: Bid Item 430- 175401A should be 6" PVC Schedule 40. However polyethylene pipe would <br /> be accepted if more economical . <br /> 15 . Question : 4" and 12" Underdrain per FDOT Index 286 : What type is it, I , II , or III ? Please clarify <br />. <br /> Answer : The underdrains ( 4" and 12" ) are modified from the FDOT Index 286; therefore do not <br /> match any of the FDOT types . <br /> Specific details have been created to address each type of underdrain on Sheet 151 : <br /> 1 . Typical 4" Underdrain Detail <br /> 2 . Typical 12" Underdrain Detail <br /> 16 . Question : Would it be possible to have an electronic bid schedule ( excel spreadsheet ) be <br /> furnished to the contractors for use in the bid submittal and /or could we reproduce the <br /> spreadsheet for our bid submittal ? <br /> Answer: It is our policy not to give out excel spreadsheets for the bid schedule during the bidding <br /> process . <br /> 17 . Question : Addendum No . 2 ( other issues —page 2 ) Please clarify the earthwork volume is derived <br /> on the BOTTOM of the subgrade and is not included in the earthwork volume . <br /> Answer: The line item " Excavation , Subsoil ( Roadway Cut)" includes the volume of all material <br /> being removed within the "roadway" work . The line item " Embankment" includes the volume of <br /> material being installed to the bottom of the base. Item1204A EXCAVATION SUBSOIL ( ROADWAY <br /> CUT) , Item 120413 EXCAVATION SUBSOIL ( LAKES ), and Item 120-6 EMBANKMENT (COMPACTED IN <br /> PLACE ) have been amended from LUMP SUM to CUBIC YARDS . The actual quantities are reflected <br /> in the quantities . <br /> 18 . Question : Addendum No . 2 (other issues —page 2 ) Appears to indicate the possible re- use of the <br /> unsuitable material in the project. If the " unsuitable" material can be manipulated through <br /> excavation , and densification could be achieved, would this material be acceptable for structural <br /> purposed ? <br /> Answer: The unsuitable material may be utilized if it is modified to meet the design specifications <br /> in the bid documents . This includes but is not limited to Stabilization per FDOT Specifications and <br /> all fill material placed in the road right-of-way which shall meet AASHTO Soil Classification <br />A-3 <br /> with a maximum of 10% passing the 0 . 075 ( 200 ) sieve . <br /> 19 . Question : Where does line item 430475401A get installed ? <br /> Answer : Item #430475401A refers to the proposed 6" PVC depicted on the plans . The material <br /> should be PVC, however, polyethylene pipe will be accepted . <br /> 20 . Question : Where is the line item for the 6 " PVC? <br /> Answer : See question / answer No . 14 above . <br /> Page 3 of 5 FAPublic WorkAENGINEERING DIVISION PROJECTS IO"6th <br /> Ave Ph 24th5tto16thStl4dmfmVDDENDUMSWdendumNa. 3, 3-S12doc <br />