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I <br /> I <br /> 1 Earthwork quantities will be computed, either manually or by means of electronic data <br /> 2 processing equipment, by use of the average end area method or by the finite element <br /> 3 analysis method utilizing digital terrain modeling techniques. <br /> 4 <br /> 5 Copies of the ground cross-section notes will be available for the bidder's inspection, <br /> 6 before the opening of bids, at the Project Engineer's office and at the Region office. <br /> 7 <br /> 8 Upon award of the contract, copies of the original ground cross-sections will be <br /> 9 furnished to the successful bidder on request to the Project Engineer. <br /> 10 <br /> 11 tri 09:5 G i <br /> 12 Payment <br /> 13 <br /> 15 Section 2-09.5 is supplemented with the following: <br /> 16 <br /> 17 2;09: OT1:GB2 <br /> 18 (March 13, 1995) <br /> 19 When lean concrete is used to backfill voids left by the removal of unsatisfactory <br /> 20 foundation material, as determined by the Engineer, payment for this work shall be by <br /> 21 force account as provided in Section 1-09.6. <br /> 22 <br /> 23 To provide a common basis for all bidders, the Contracting Agency has estimated the <br /> 24 amount of force account for "Force Account Lean Concrete" and has entered the <br /> 25 amount in the Proposal to become a part of the total bid by the Contractor. <br /> 26 <br /> 27 EDI I 5§I® 2. 4 1 <br /> 28 END DIVISION 2 <br /> 1 <br /> 1 <br /> I <br /> 1 <br /> i <br /> 1 <br /> 41st STREET TO WMVD FREIGHT <br /> CORRIDOR IMPROVEMENTS <br /> FED AID#STPUL-9931(012);PW#3472 SP-80 February 10, 2016 <br />