ADDITIONAL METHOD OF ESTIMATING ASHLAR

=29.= The following method of estimating the cost of cut stone is

employed by many practical stone men. It is based on the fact that

most ashlar walls have about the same number of sills, belt courses,

lintels, water-tables, etc. in proportion to their volume, and

therefore all the stonework, both the ashlar proper and the other

cut stone, may be lumped together at one price per cubic foot. For

estimating purposes, stone may be divided into two classes: _soft

stone_, such as the sandstones, and _hard stone_, such as the granites.

=30. Soft Stone.=—Indiana limestone may be taken as an example of soft

stone. In the Eastern Pennsylvania district, where the stone cutters’

wage rate is 50 cents per hour, the cost of this kind of stone is about

as follows:

Rough blocks, per cubic foot $ .75

Sawing, jointing, cutting, rubbing, waste in stock 1.50

-----

Total $2.25

If the work is tooled, which is preferable for this material, 20 cents

per cubic foot should be added. Thus the value in the yard, but ready

to set, for an ashlar front, including water-table, sills, lintels,

belt courses, all ordinary moldings, and plain cornices, is $2.45 per

cubic foot.

Consoles, dentils, panelings, and similar ornamental work, mantels,

and interior work have no fixed prices, but must be governed by the

estimator’s knowledge of time required to cut any particular kind,

sometimes reaching $5 per cubic foot. If moldings are deeply undercut,

an extra price will have to be charged.

In heavy work, where the amount of stock is large compared with the

amount of dressing, deductions may be made that sometimes amount to as

much as 20 per cent. Rock-face work is somewhat more expensive than

plain, dressed work because the projecting rock surface requires more

stock; therefore, about 10 per cent. should be added.

It is customary to leave stone roughly cut to shape for carving in

the wall, and therefore the sculptor determines the value from the

drawings and includes the cost of models, which must be approved by the

architect before the work is cut. Circular work, if plain, costs about

the same as square work, but if fluted or reeded, as in the case of

columns, it may cost as much as 50 per cent. additional.

=31.= Compared with limestone, the prices of other soft stones are as

follows:

COST OF FOR CUTTING

STOCK PER CENT.

Connecticut brownstone $1.25 20

Long Meadow brownstone 1.25 30

Portage red stone 1.05 30

Vermont or Georgia white marble 2.15 50

Pennsylvania blue marble 2.00 50

Bluestone .80 30

No definite price can be given for marble, as it comes in different

grades and varieties.

The prices of stock just given are for stones of common size. If

extra-large or extra-long stones are required, their price per cubic

foot will be greater.

The cost of transportation from the quarries also influences the price

of stone. This cost will vary according to the distance of the quarry

from the location where the stone is to be used. The cost of hauling

stone from the yard and setting it in the wall runs from 40 to 50 cents

per cubic foot.

=32. Granite.=—Final estimates of cut granite by the cubic foot

are seldom made, although approximate estimates are often made in

that way by comparing a proposed piece of work with a similar one

already completed. The reason for not making final estimates is that

every additional molding or break in granite work affects the cost

considerably, differing greatly in this respect from soft stone.

The first note to be made by the estimator is in regard to the cost

of material. Good granite, in dimension sizes, can be obtained from

southern quarries by rail for 65 cents per cubic foot, delivered. The

same expenditure will buy very good eastern granite where through

water transportation is available. If, however, the granite specified

is such that it must be obtained from eastern quarries having only

rail facilities for shipment, an addition of 40 or 50 cents per cubic

foot will be required. There are also some special grades of granite

that cost $1.50 or more per foot. In shipping granite, the railroads

usually allow 8 cubic yards to the car. Granite for monumental purposes

costs from $1.25 to $5 per foot, according to the size and quality. At

wholesale, the price first mentioned, namely, 65 cents per cubic foot,

will buy as good, substantial, and handsome material as will generally

be required.

=33.= Machinery is used extensively for cutting plain faces in granite,

and also to some extent for moldings and carved work. Every line in

granite is costly to cut and must be computed separately. For instance,

a plain face 12 inches wide, if cut by machinery, will cost 45 cents

per square foot, while if cut by hand, where the machine cannot be

applied, it will cost 60 cents. A 2-inch bevel, as shown at _a_, Fig.

3, will cost 50 cents per linear foot additional. A scotia, as shown at

_b_, or other molding, as at _c_, will cost 60 cents per linear foot

additional for each member.

[Illustration: FIG. 3]

All returns, no matter how small, must be counted as not less than 1

foot. Circular work costs from 50 to 100 per cent. more than straight

work. Flutes or reeds in columns are very expensive, and must be

calculated in each case according to the width and depth. All beads and

joints should be counted at say 30 cents per square foot. All notches

or rabbets are counted separately, according to shape and size.

The preceding prices are based on what is called patent-hammered,

six-cut work. Eight-cut work will cost 15 per cent. more, and ten-cut

work, which is seldom used in ordinary building work, brings $1 per

square foot. Rock-face work in granite is cheaper than hammered work.

A good, clean rock face should be counted at 20 cents per square foot.

Axed, or peen-hammered, work is between rock face and six cut.

Polishing plain surfaces costs $1 per square foot in addition to the

cost of cutting, surfaces having widths of 4 inches and under counting

as 6 inches, and those over 6 inches up to 12 inches counting as 1 foot.

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