Ladum v. Utility Cartage, Inc.

411 P.2d 868, 68 Wash. 2d 109, 1966 Wash. LEXIS 711
CourtWashington Supreme Court
DecidedMarch 3, 1966
Docket37740
StatusPublished
Cited by40 cases

This text of 411 P.2d 868 (Ladum v. Utility Cartage, Inc.) is published on Counsel Stack Legal Research, covering Washington Supreme Court primary law. Counsel Stack provides free access to over 12 million legal documents including statutes, case law, regulations, and constitutions.

Bluebook
Ladum v. Utility Cartage, Inc., 411 P.2d 868, 68 Wash. 2d 109, 1966 Wash. LEXIS 711 (Wash. 1966).

Opinion

Ott, J.

The sole issue raised by this appeal is whether the trial court erred in its determination that the written contract involved was ambiguous. The facts are substantially as follows:

Utility Cartage, Inc. (hereinafter referred to as the company) , owns a concrete building which had been constructed in two portions. The old portion was built in 1927 (and enlarged in 1946), with concrete mullions 12 inches wide and 8 inches thick, approximately 20 feet apart, which ex *110 tended perpendicularly from the base of the building to within 1 foot of the top. Superimposed and centered on each mullion was a 4 inch square concrete fin that extended the full length of the mullion. Concrete window sills extended outward from the concrete walls. This portion of the building was finished with stucco. The new portion was constructed in 1956 with similar concrete mullions, but without the concrete fins or protruding decorative concrete window sills, and had a smooth concrete finish.

Over the years, the stucco on the old part of the building had deteriorated and become unsightly, and the company desired to have the stucco, fins, and sills removed, and the building refinished to match the design and finish of the new structure. The company’s architect prepared drawings and specifications for this purpose, which were designated as Job No. 160, Drawing Sheet No. A-l.

Mr. J. W. Brooke, president of the company, requested Larry Ladum, doing business as Sahara Waterproofing Company (hereinafter referred to as Ladum), to submit a bid upon the proposed demolition and repair work.

December 9, 1960, after considering the drawings and specifications prepared by the architect, Ladum submitted an itemized bid which detailed the “Scope of the work” and the cost as follows:

A — Removal of Stucco

West Elevation $1,090.00

South Elevation 678.00

B — Removal of Mullions

West Elevation 696.00

South Elevation 407.00

C — Removal of Sills

West Elevation $1,378.00

South Elevation 490.00

D — Repair to Mullions

West Elevation 200.00

South 'Elevation 200.00

E — Repair to Sills

West Elevation 829.00

South Elevation 316.00

Total for all work specified above ' $6,283.50* [sic]

*111 * The cost figures on the repair to the wall surface after removal of stucco, installation of concrete block and the wall finish will be submitted after a review of the wall area. (Italics ours.)

The work encompassed in items B and D, supra, was detailed in the bid as follows:

B. Removal of Mullion
Area: As stated above.
1. Remove mullions with jack hammers and chipping guns slightly concave to the wall contour.
2. Precautions to be taken as outlined in “A” above.
D. Repair to Mullions
Area: As stated above.
1. After cutting mullions slightly concave, wire brush with power tools to remove loose and foreign material.
2. Prime areas to be worked with bonding agent to insure proper adhesion to the surface.
3. Apply a well balanced, non-shrink waterproof concrete mortar material built up to match the existing contours of the wall.
4. After initial set, sack out to produce a smooth uniform finish, feathered into the adjacent surfaces.
5. Tool areas neatly and cure as necessary.

Subsequently, the architect prepared a second drawing,, also designated as Job No. 160, Sheet No. A-l, which, in addition to the drawings showing the details of the demolition work on the south and west elevations, contained the following specifications pertinent to this review:

No. 2. Demolition
Remove all cement stucco on west & south elevations by approved practices, using chipping tools & hammers.
Remove all cone, fins on horizontal structural-spandrel beams and on vertical mullions.
Vertical mullions between window to remain in place to receive future cone, filler walls.
Cut concave recess into face of spandrels & mullions to receive finish. See detail of mullions.
Repair all damage to exist, mullions incident to this work.

*112 Window sills. Remove projections & finish flush with wall. Cut back into sill ledge 3" to Q" or as required. Build forms & cast new cone, sills flush with walls. After mortar sets remove forms & finish to wall contours.

No. 3. Repairs & finishing

After cutting cone, surfaces, wire brush with power tools & remove all loose & foreign materials.

Prime areas to be worked with approved agents to , insure proper adhesion to the surface.

Apply a well balanced, non-shrink waterproof cone, mortar material built up to match existing contours.

After initial set, sack out to produce a smooth uniform finish, feathered into adjacent surfaces.

Tool areas neatly and cure as necessary.

December 19, 1960, the company entered into a written contract with Ladum for the “Maintenance and Repair to Exterior of Concrete Building as shown on the drawings and described in the specifications” prepared by the architect (Job No. 160, Sheet No. A-l), for which work the company agreed to pay Ladum the sum of $6,283.

. During the demolition, Ladum performed additional work at an agreed price of $265. The total cost of the demolition, including tax, was $6,809.92.

March 28, 1961, Ladum’s work on the building had progressed sufficiently to enable him to submit his proposal for the cost of refinishing the entire wall area of the old building. In conformity with a request from the company, Ladum also included in his bid the cost for additional work consisting of the removal of 29 windows from the old structure, filling in the window spaces with concrete, and finishing the repaired window spaces with gunite.

Ladum’s bid was rejected by the company. The contract for removal of the windows and guniting the repaired window spaces was awarded to Bartrand Construction Company for $3,216. The guniting portion of this contract was sublet to Ladum.

During the course of the work on the demolition contract, the company paid Ladum the sum of $3,120.

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Bluebook (online)
411 P.2d 868, 68 Wash. 2d 109, 1966 Wash. LEXIS 711, Counsel Stack Legal Research, https://law.counselstack.com/opinion/ladum-v-utility-cartage-inc-wash-1966.