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QUESTION NO . 12 In response to addendum no . 1 answer no . 7, ". . . . dwellings have already been demolished " . If all of the dwellings have been demolished, sheet (s ) 00310-7 & 00310- 23 item (s) 110-3 remain on the bid schedule. Is this an oversight ? ANSWER NO. 12 The Pay Item Numbers 110-3 from project numbers 0545B and 0545C have been deleted . The Summary of Quantities sheets 31 and 32 have been revised accordingly. QUESTION NO . 13 In response to answer no . 10, the typical sections on sheets 17-22 identify more areas to be cleared other than the bridge & rubble rip-rap areas. .. fyi . ANSWER NO . 13 Correct. QUESTION NO. 14 On page 52 the cross drain on 66th Ave. is referenced as 84" . While on page 79 the cross drain is referenced as 60" . Which size prevails ? ANSWER NO . 14 The culvert underneath 66th Avenue at station 258+59 should be 60" RCP . The culvert pipe in the sub. lateral A-7 canal east of the bridge should be 84" RCP . QUESTION NO . 15 On the utility drawings for 66th Ave there are 12" line stops referenced . Where are these to be paid for? Will you add an item for payment? ANSWER NO. 15 The Itemized Bid Schedule has been revised to include a Pay Item IRGU22 labeled LINE STOPS 8 EA. QUESTION NO . 16 Where is the nearest valves for the 4" force main to isolate the bridge crossing? If they are not close how do you want to bypass the force main during the bridge construction and installation of the new pipe to be located on the bridge ? ANSWER NO . 16 According to Indian River. County Utilities Department the 4" FM is not is use, therefore it can be isolated during bridge construction . QUESTION NO. 17 On the 41"t St bridge, would it be possible to use stay in place deck forms (permanent metal decking) in lieu of forming and stripping? Page 4 of 14 F:\Public Works\ENGINEERING DIVISION PROJECTS\0545-66Th Ave SR60 to 57th St (Arcadis)\Adinitri\Bid Docuinents\Addendmn ;#2\Addendum No. 2 114 9-] 2 .doc f -