Laserfiche WebLink
1 "HMA Sawcut And Seal", per linear foot. <br /> 2 The unit Contract price per linear foot for "HMA Sawcut And Seal" shall be full <br /> 1 3 payment for all costs incurred to perform the Work described in Section 5- <br /> 4 04.3(12)B1. <br /> 5 <br /> I 6 "Paved Panel Joint Seal", per linear foot. <br /> 7 The unit Contract price per linear foot for"Paved Panel Joint Seal" shall be full <br /> 8 payment for all costs incurred to perform the Work described in Section 5- <br /> I 9 <br /> 10 04.3(12)B2. <br /> 11 "Planing Bituminous Pavement", per square yard. <br /> I 12 The unit Contract price per square yard for "Planing Bituminous Pavement" shall be <br /> 13 full payment for all costs incurred to perform the Work described in Section 5- <br /> 14 04.3(14). <br /> I 15 <br /> 16 "Temporary Pavement Marking", per linear foot. <br /> 17 Payment for "Temporary Pavement Marking" is described in Section 8-23.5. <br /> 18 <br /> I 19 "Water", per M gallon. <br /> 20 Payment for "Water" is described in Section 2-07.5. <br /> 21 <br /> I 22 "Job Mix Compliance Price Adjustment", by calculation. <br /> 23 "Job Mix Compliance Price Adjustment" will be calculated and paid for as described <br /> 24 in Section 5-04.3(9)B6, 5-04.3(9)C3, and 5-04.3(9)D1. <br /> I 25 <br /> 26 "Compaction Price Adjustment", by calculation. <br /> 27 "Compaction Price Adjustment" will be calculated and paid for as described in <br /> I 28 Section 5-04.3(10)C3. <br /> 29 <br /> 30 "Roadway Core", per each. <br /> I 31 The Contractor's costs for all other Work associated with the coring (e.g., traffic <br /> 32 control) shall be incidental and included within the unit Bid price per each and no <br /> 33 additional payments will be made. <br /> 34 <br /> I 35 "Cyclic Density Price Adjustment", by calculation. <br /> 36 "Cyclic Density Price Adjustment" will be calculated and paid for as described in <br /> 37 Section 5-04.3(10)B. <br /> I 38 <br /> 39 5-05.AP5 <br /> I 40 Section 5-05, Cement Concrete Pavement <br /> 41 August 1, 2016 <br /> I 42 5-05.3(3)B Mixing Equipment <br /> 43 The last sentence of item number 4 is revised to read: <br /> 44 <br /> I 45 Plant-mixed concrete may be transported in nonagitated vehicles provided that the <br /> 46 concrete is in a workable condition when placed and: <br /> 47 <br /> I 48 a. discharge is completed within 45 minutes after the introduction of mixing water <br /> 49 to the cement and aggregates, or <br /> 50 <br /> I <br /> I AMENDMENTS TO THE 2016 STANDARD SPECIFICATIONS BOOK <br /> Revised: 8/1/16 <br />