THE COLUMBIA RIVER HIGHWAY NEAR VIENTO IN HOOD RIVER COUNTY. GRADED AND GRAVELED
IN 1917 AND 1918
DETAILED STATEMENT OF EXPENDITURES TO NOVEMBER 30, 1918—
GRADING AND BRIDGES—VIENTO SECTION
| Engineering | $ 4,513.24 | ||||
| Guarding O.-W. R. R. & N. Tracks | 976.47 | ||||
| Guarding Western Union Telegraph Lines | 184.64 | ||||
| Diverting Flume Lines | 936.37 | ||||
| Reinforcing Steel Furnished by State | 257.79 | ||||
| Contract Work as follows: | |||||
| Common Excavation, 9,480.4 cu. yds. at 39c | $ 3,697.35 | ||||
| Intermediate Excavation, 32,654.9 cu. yds. at 70c | 22,858.43 | ||||
| Solid Rock Excavation, 54,031.9 cu. yds. at $1.10 | 59,435.09 | ||||
| Overhaul, per 100 lin. ft., 82,711 cu. yds. at 3c | 2,481.33 | ||||
| 12-inch Reinforced Concrete Pipe, 622 lin. ft. at $1.75 | 1088.50 | ||||
| 18-inch Reinforced Concrete Pipe, 304 lin. ft. at $2.25 | 684.00 | ||||
| Class A Concrete, 62 cu. yds. at $20.00 | 1,240.00 | ||||
| Class C Concrete, 20.8 cu. yds. at $14.00 | 291.20 | ||||
| Placing Reinforcing Steel, 3,928 lbs. at .001⁄2 | 19.64 | ||||
| Rubble Masonry, 12 cu. yds. at $7.00 | 84.00 | ||||
| Catch Basins, one at $25.00 | 25.00 | ||||
| Gravel Backfill in Rock cut (Force Account) | 181.77 | ||||
| Repairing Lindsay Creek Bridge (Force Account) | 149.92 | ||||
| Private Road Approach (Force Account) | 168.30 | ||||
| Clearing Rock from Mitchell Point Tunnel (Force Acc′t) | 93.94 | ||||
| Viento Creek Bridge— | |||||
| Class A Concrete, 62.7 cu. yds. at $20.00 | $ 1,254.00 | ||||
| Placing Reinforcing Steel, 3,800 lbs. at .001⁄2 | 19.00 | ||||
| Excavation for Footings (Force Account) | 128.27 | ||||
| Material furnished by State | 249.70 | ||||
| Total Cost of Viento Creek Bridge | 1,650.97 | ||||
| Total Cost to November 30, 1918 | $ 101,017.95 | ||||
| 15 per cent Retained of Total Amt. ($93,899.74) Earned by Contractors | 14,084.96 | ||||
| Total Paid Amount to November 30, 1918 | $ 86,932.99 | ||||
DETAILED STATEMENT OF EXPENDITURES TO NOVEMBER 30, 1918—
GRADING RUTHTON HILL SECTION
| Engineering | $ 4,074.19 | |||
| Material furnished by State for Concrete Half Viaduct | 200.50 | |||
| Guarding O.-W. R. R. & N. Tracks | 804.57 | |||
| Contract Construction Work as follows: | ||||
| Common Excavation, 2,669.5 cu. yds. at 39c | $ 1,041.10 | |||
| Intermediate Excavation, 17,109.4 cu. yds. at 70c | 11,976.58 | |||
| Solid Rock Excavation, 79,213.3 cu. yds. at $1.05 | 83,173.96 | |||
| Overhaul per 100 lin. ft., 19,500 cu. yds. at 3c | 585.00 | |||
| 12-inch Reinforced Concrete Pipe, 536 lin. ft. at $1.75 | 938.00 | |||
| 18-inch Reinforced Concrete Pipe, 140 lin. ft. at $2.25 | 315.00 | |||
| Class C Concrete, 15.4 cu. yds. at $14.00 | 215.60 | |||
| Rubble Masonry, 30 cu. yds. at $7.00 | 210.00 | |||
| Force Account— | ||||
| Connecting road with Morton | 285.50 | |||
| Covering sharp rocks with clay | 106.48 | |||
| Reinforced Concrete Viaduct at Ruthton Hill | 1,362.51 | |||
| $ 100,209.73 | ||||
| Less 15 per cent retained pending completion of contract | 15,031.46 | |||
| Total payments to contractor to Nov. 30, 1918 | $ 85,178.27 | |||
| Total expended to November 30, 1918 | $ 90,257.53 | |||