Ariston Pacific, Inc. 5/9/2016 - Laserfiche WebLink

1 amount designated on the QPL for the mix design. Anti-strip is not required for 2 temporary work that will be removed prior to Completion. 3 4 5-04.4 Measurement 5 The following new paragraph is inserted after the first paragraph: 6 7 Roadway cores will be measured per each for the number of cores taken. 8 9 The second to last paragraph is deleted. 10 11 5-04.5 Payment 12 The bid item "Removing Temporary Pavement Marking", per linear foot and paragraph 13 following bid item are deleted. 14 15 The following new bid item is inserted before the second to last paragraph: 16 17 "Roadway Core", per each. 18 19 The Contractor's costs for all other Work associated with the coring (e.g., traffic control) 20 shall be incidental and included within the unit Bid price per each and no additional 21 payments will be made. 22 23 5-05.AP5 24 Section 5-05, Cement Concrete Pavement f 25 April 6, 2015 26 5-05.3(1) Concrete Mix Design for Paving ' 27 In item number 1, the first sentence of the third paragraph is revised to read: 28 29 Ground granulated blast furnace slag, if used, shall not exceed 30 percent by weight of 30 the total cementitious material and shall conform to Section 9-23.10. 31 32 The second and third rows of the table in item number 3 are revised to read: 33 Coarse Aggregate + 30 Pounds - 30 Pounds Fine Aggregate + 30 Pounds - 30 Pounds 34 35 5-05.4 Measurement 36 The fourth paragraph is supplemented with the following new sentence: 37 38 Tie bars with drill holes in cement concrete pavement placed under the Contract will not 39 be measured. 40 41 5-05.5 Payment 42 The paragraph following the Bid item "Tie Bar with Drill Hole", per each is supplemented with 43 the following new sentence: I 44 45 All costs for tie bars with drill holes in cement concrete pavement placed under the 46 Contract shall be included in the unit Contract price per cubic yard for"Cement Conc. 47 Pavement". I AMENDMENTS TO THE 2014 STANDARD SPECIFICATIONS BOOK Revised: 8/3/15