DETAILED EXPENDITURE STATEMENT--GRADING BRIDGE CREEK SECTION

Engineering $ 635.30

Construction:

Common Excavation, 3935.6 cu. yds. @ .60 $ 2,361.42

Intermediate Excavation, 549.4 cu. yds. @ .75 412.05

Solid Rock Excavation, 9837.6 cu. yds. @ 1.40 13,772.64

Overhaul per 100 lin. ft., 363 cu. yds. @ .03 10.89

12-inch Corr. Iron Pipe, 20 lin. ft. @ .73 14.60

15-inch Corr. Iron Pipe, 108 lin. ft. @ .83 89.64

21-inch Corr. Iron Pipe, 60 lin. ft. @ 1.00 60.00

Rubble Masonry, 1.58 cu. yd. @ 12.50 19.75

Guard fence, 100 lin. ft. @ .85 85.00

1 90-foot Bridge & approaches:

Superstructure and trestle (Lump

sum) $ 5,100.00

Class "A" Concrete in piers, 49.24

cu. yds. @ $34.00 1,674.16

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$ 6,774.16

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$ 23,600.15

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$ 24,235.45

Third biennial report of the Oregon State Highway Commission · 第 276 / 292 题