Addendum #2 to IFB (IFB #2018-02

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Addendum No. 2 Page 1 of 4 MAY 21, 2018 ADDENDUM NO. 2 TO THE CONTRACT DOCUMENTS SYRACUSE HANCOCK INTERNATIONAL AIRPORT REHABILITATION OF DEICING STORAGE FACILITIES FAA AIP PROJECTS NO. 3-36-0114-XXX-18 SYRACUSE REGIONAL AIRPORT AUTHORITY IFB REFERENCE #2018-02 TO ALL HOLDERS OF THE CONTRACT DOCUMENTS: This addendum is part of the Contract Documents in accordance with the provisions of the Agreement and Information for Bidders. A. TABLE OF CONTENTS: 1. Division 40 – Process Integration, after “Section 40 05 53” a. B. Insert: “Section 40 05 86 Combination Air Valves for Wastewater Service” SECTION 10 – ADVERTISEMENT AND NOTICE TO CONTRACTORS 1. Third line after, “until 1:30 pm, local time, on …” a. Delete: “May 24, 2018” Insert: “May 29, 2018” C. SECTION 100 – INSTRUCTIONS TO BIDDERS 1. Second and Third line, after, “until 1:30 p.m. on …” a. Delete: “May 24, 2018” Insert: “May 29, 2018” D. SECTION 300 – FORM OF PROPOSAL: 1. Bid, Page 300-1, Top of the page: a. Delete: “DO NOT DETACH--FILL IN—SIGN AND RETURN ENTIRE BOOK AS YOUR BID FORM OF PROPOSAL ” G:\Clients\Municipal Projects\Active Projects\SHIA\Rehab Deicing Lagoons\Bidding\Addendum No. 2\Addendum No 2_05_21_18_brt.doc Addendum No. 2 Page 2 of 4 E. IN THE CONTRACT TECHNICAL SPECIFICATIONS: 1. Section 03 00 05, Part 3.9A, at the end of Item 1. a. Insert: “OWNER shall employ independent testing laboratory to perform field quality control testing for miscellaneous concrete and items specified within this section. The CONTRACTOR shall provide testing for concrete materials specified within Section 33 16 13.16.” 2. Section 40 05 86 a. 3. Insert: Attached Section 40 05 86 Section 40 70 05, Data Sheets: “Flow Meter-Magnetic Flow Tube”, Item 18: a. Delete: “6”” Insert: “4”” 4. Section 46 33 45, Part 2.1.D, under column “Speed Range (rpm)” a. Delete: “4.3 – 43 (max)” Insert: “10 – 100 (max)” F. IN THE CONTRACT DRAWINGS: 1. Contract Drawing G-100, After Note 1: a. Insert: “2. 2. THE FOLLOWING REPRESENTS ESTIMATES FOR EARTHWORK: TOTAL GENERAL FILL TO BE EXCAVATED IS +/- 11,500 CY. TOTAL GENERAL FILL TO BE PLACED AND COMPACTED IS +/- 10,000 CY. TOTAL EXCESS FILL IS +/-1,500 CY. CONTRACTOR SHALL MAKE HIS/HER OWN ESTIMATE OF EARTHWORK QTYS BASED ON THE CONTRACT DOCUMENTS” Contract Drawing G-101: a. Delete: Contract Drawing G-101 in its entirety Insert: Attached Contract Drawing G-101 3. Contract Drawing G-102: a.