Design And Cost Estimate of a 25,000 Kva Generating System

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The averat;« heife,ht of the walls is 6C feet, above traae. I'he number of bricks required is 2,000,0C0. Quantity of mortor required (1:3) is 146C cu. yds.
Labor Bricklaying ■ ^10.00 / H Laborers © •, t.CO / M ^20000.00 16000. OC Mat. 8: common brick S ^12.00 / M 16C00.00 supplies Presseci •• 3 v^^.OO / M 12000.00 Lime (liO cu. yds./iii v20.00 / ton 1600.00 L-ement (390 bblj S ^Z>,60 / bbl. 1400.00 Int.
Int. on vO&COO.OO for 9 mo.@ 6;, ; 100 .00 C ont in- gencies 10 ;6 7i;00.00 Total per K» V/.
...
Per 1000 bricks ^7i^y00.00 ^9.65 SUPIIRSTRUCTURE This consists of a comilete skeleton I'rarae-work of steel, including wall girders, roof trustes, coal-hoppers and the necessary cross-tracing for the blQ^. as shov.Ti in the arawin^. The v/eitht of structural steel re- quired is 67£ tone, incluuim such sundries as rivets, bolts, plates, etc.
Labor Erect int, o7t tons jf structural work Q vli^.OO / ton vlt^lOO.OO Erecting lO-ton crane 500.00 " 2 chimnej's, 150 ft. hit,h 5500.00 Installing 55 wiuuowe _i §1.10 / winuov; 600.00 Laying 200 ft.


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