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e <br /> + • • <br /> t•Ir. Jash Richardson <br /> City cf Loulsvilla <br /> Page 4 <br /> a. Gas Line Trenches, 2 each: <br /> a-1. Class 6 Bast, Item 17: <br /> (11'x15'x6" thick) • 5.6 tons x $45.00 $ 252.00 <br /> a-2. W.B.P. Patching Gr. 'E' Item 18: <br /> (111x15'x3" thick) • 3.1 ton $66.00 s 0� <br /> Part 5a Total • $ 457..00 <br /> b. Corporation Stop on Main Trenches, Refer to C. 0. ! 1 , <br /> Part 111 , 2 each. <br /> b-1. Remove Asphalt, Item 4: <br /> (18'x4') • 8 s. y. x $5.00 $ 40.00 <br /> b-2. Class 6 Base, 'tem 17: <br /> (18'x4'x6" thick) 2.4 ton x 545.00 $ 108.00 <br /> b-3. H.B.P. Patching - Gr. 'E' . Item 18: <br /> (18`x4'x3" thick) 21 .3 ton x $66.00 - $ 86.33 <br /> Part 5b Total - S 234.33 <br /> GRAND TOTAL PARTS -- A+B (1,2,3,4 & 5) S, 2 S 9 8— .Q0 <br /> Prior to placing of Class 6 base and Asphalt Patching material we had <br /> a condition whereby our project trench and extra work item trenches Were <br /> lying contiguous to water main trenches by "Others" and Public Service trenches, <br /> for lowering of gas mains to facilitate our storm sewer construction. To <br /> protect our trench patching next to existing dirt filled water main and Public <br /> Service trenches we advised your offices that we would fill these trenches <br /> with the Class 6 base and Asphalt material. Had we not done this we would <br /> have incurred damage to our asphalt trench patching. <br /> Job Cost Summary: <br /> 1. Pay Estimate 1o. 2 (Excluding C. 0. 11 1) $93,901.18 <br /> 2. Less Parts A & 8 above Total S g X52.00 <br /> Total Contract Cost Minus Extra Work $g 4,Q49.18 <br /> 3. Original Contract Amount $80 688.50 <br /> Should you hove .,ny questions re3ardiny the above, please contact Don Durr <br /> or myself. <br /> Sincerely. <br /> CEN Ik ' - iG NC. <br /> ro i J ed'darf <br /> Construction Engineer <br /> HO:ss <br /> Enclosures <br />