Engineering and Contracting . Total cost of materials for brickwork,328 M (cost of materials per M, bricks. $) 2, Total labor cost of laying bricks, 328M (cost of labor per M bricks, $) 2, (Cost of brickwork in wall, $ M.)Scaffolding, labor for all scaffolding (lumber included in forms) Forms for concrete floors, girdersand columns, 37 M ft. B. M. (costper M ft. B. M., $, which isequivalent to $ per cu. yd. of con-crete, 1,100 cu. yds.) Nails, about lbs., at cts.;equivalent to about 11 cts. per cu. yd. of concrete (about 725 cu. yds.) Labor
Engineering and Contracting . Total cost of materials for brickwork,328 M (cost of materials per M, bricks. $) 2, Total labor cost of laying bricks, 328M (cost of labor per M bricks, $) 2, (Cost of brickwork in wall, $ M.)Scaffolding, labor for all scaffolding (lumber included in forms) Forms for concrete floors, girdersand columns, 37 M ft. B. M. (costper M ft. B. M., $, which isequivalent to $ per cu. yd. of con-crete, 1,100 cu. yds.) Nails, about lbs., at cts.;equivalent to about 11 cts. per cu. yd. of concrete (about 725 cu. yds.) Labor on forms equivalent to $ percu. yd. of concrete (1,100 cu. yds.)..Total labor and material cost for forms,about 1,100 cu. yds., at $ percubic steel—Kahn bars, about 29 tons, at $ $1, Hy-rib, about 360 squares, at$ 1, M Total cost of reinforcement Cost of steel per cubic yard of con-crete, $ on Kahn bars, about 29 tons, at $ $ 1 i i J Basement npor Linet- °. .1 * -l-ine of Full Excavation Continous Concfrooting Conor Footing (ai Cross-Section or Bat E AC. Fig. 3. Cross-Section of New Bay of Car Shop Showing Details of Construction and Dimensions. ?-•ON OF Girder to the variation in depth to which it hnd to belowered it proved to be impossible to lower itintact, and about one-third of it was wreckedin the operation. The broken portion was labor not herelnaftei- pro-vided for $ Excavation outside of buildings andhauling away the dirt on electriccars, 910 cu. yds. (cost per cu. Labor on Hy-rib, about squares, at $ Total labor cost, at 68 cts. per cubicyard (1,100 cu. yds)... • May 13, 1914. Engineering and Contracting 547 Total labor and material cost for reinforcement, about cu. yds., at per cubic floors, pits, girders columns—Crushed stone, about 602 tons, at $ % Sand, about 367 tons, at $, ab
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Keywords: ., bookcentury1900, bookdecade1900, bookpublisherchicago, bookyear19
