TABLE IV

LABOR PRICES PER THOUSAND BRICK FOR

FOUR CLASSES OF BRICK BUILDINGS

=================+=========+=========+========+=========

Part of Building | Class 1 | Class 2 | Class 3| Class 4

-----------------+---------+---------+--------+---------

Basement | $ 7.50 | $ 7.50 | $ 8.50 | $ 9.50

First floor | 8.00 | 9.00 | 10.50 | 13.50

Second floor | 8.50 | 10.00 | 11.00 | 14.00

Third floor | 9.00 | 10.50 | 11.50 | 14.50

Fourth floor | 9.50 | 11.00 | 12.00 | 15.00

Fifth floor | 10.00 | 11.50 | 12.50 | 15.50

Sixth floor | 11.00 | 12.00 | 13.00 | 16.00

=================+=========+=========+========+=========

The prices in the table include the cost of mortar. If the cost of

brick at building is added, the result will be the total cost of

brickwork exclusive of scaffolding. The average price of total brick

labor in buildings of class 1 is $8.50; of class 2, $9.50; of class 3,

$11.50; and of class 4, $14.

=37.= The following miscellaneous brick prices, including labor and

mortar, but not brick, are from the same source as the prices given in

the preceding article, and are based on the same condition, the prices

being in bricks per thousand:

For heavy basement walls and similar masses

of brickwork $ 7.00

For 18-inch brick walls not over two or three

stories high, in hard brick with struck joints 8.00

Same as above, but for 13-inch walls 9.00

For 18-inch brick walls, as above, but faced

on one side with pressed brick 12.00

For 18-inch brick walls, as above, but faced on

both sides with pressed brick 16.50

For 13-inch brick walls, as above, but faced

one side with pressed brick 14.00

For 13-inch brick walls, as above, but faced

both sides with pressed brick 14.00

Add to above, if of English or Flemish

bond, on entire cost of wall .50

If work is broken up into light piers, requiring

a lot of plumbing, add to cost of wall as above 1.50

If a large number of segmental arches must

be turned, add to total cost of wall 1.00

In addition to the preceding schedule two useful rules to remember are:

For pressed-brick segmental arches, add for labor 1½ times the cost of

bricks; for pressed-brick arches requiring radial brick, add for labor

twice the cost of straight, pressed brick. As radial brick are shipped

to the building in barrels and have to be unpacked and laid out on the

full-sized diagram on the floor, it will be found that the rate given

is not excessive.

For brick vault arches, the cost of labor, exclusive of mortar, will be

about $5 per thousand brick. If pointed underneath, 7 cents per square

foot will have to be added. If the centers are left in place until the

mortar has set, it will be necessary to rake out the joints and wet

them before pointing. This will cost about 10 cents per square foot.

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