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I <br /> I <br /> 1 disposing of hazardous or contaminated materials at an approved facility will be paid by <br /> I 2 force account under the item "Hazardous Material Handling And Disposal". <br /> 3 <br /> 4 To provide a common basis for all bidders, the Contracting Agency has entered an <br /> I <br /> 5 amount in the proposal to become a part of the Contractor's total bid. <br /> 6 <br /> 7 "Hazardous Material Excavation Incl. Haul", per cubic yard. <br /> 8 The unit contract price for "Hazardous Material Excavation Incl. Haul" shall be full pay <br /> I9 for all costs associated with excavating the material designated to be removed, hauling <br /> 10 it to the stockpile location, and stockpiling the excavated material. <br /> 11 <br /> , eOwcu�b_12 G.KK+2 d tm RTF <br /> 13 2-02.5 Payment <br /> 14 <br /> 15 Section 2-02.5 is supplemented with the following: <br /> 16 <br /> I 17 (******) <br /> 18 <br /> 19 "Sawcut", per linear foot. <br /> I 20 <br /> 21 Saw-cutting shall be performed in accordance with Sections 2-02.3(3). <br /> 22 <br /> I 23 Measurement for saw-cutting will be per linear foot along the true length of the surface <br /> 24 cut. <br /> 25 <br /> I 26 The unit price per linear foot for the final saw-cutting of asphalt pavement, up to 8.5- <br /> 27 inch thickness, shall be full pay for all labor, materials, tools, and equipment necessary <br /> 28 to satisfactorily complete the Work as specified in Section 2-02.3(3) of the Standard <br /> 29 Specifications and disposal of cuttings slurry, including vacuum collection. <br /> I30 <br /> 31 All labor, materials, tools and equipment necessary to disposal of cuttings slurry, <br /> 32 including vacuum collection, shall be included in the Contract Unit Price. <br /> 1 33 <br /> 34 <br /> 35 2=03.GR2 <br /> 36 Roadway Excavation and Embankment <br /> 37 <br /> 38 203 4 OPT2 GR2 <br /> I39 (March 13, 1995) <br /> 40 Only one determination of the original ground elevation will be made on this project. <br /> 41 Measurement for roadway excavation and embankment will be based on the original <br /> 42 ground elevations recorded previous to the award of this contract. <br /> 43 <br /> 44 If discrepancies are discovered in the ground elevations which will materially affect the <br /> I 45 quantities of earthwork, the original computations of earthwork quantities will be <br /> 46 adjusted accordingly. <br /> 47 <br /> i <br /> I 41'`STREET TO WMVD FREIGHT <br /> CORRIDOR IMPROVEMENTS <br /> FED AID#STPUL-9931(012); PW#3472 SP-79 February 10,2016 <br />