DETAILED EXPENDITURE STATEMENT—PAVING—MULTNOMAH
COUNTY LINE TO SCAPPOOSE
| Engineering | $ 1,364.28 | |||
| Right-of-way attorney fees | 35.00 | |||
| Contract Construction Work as follows: | ||||
| Common excavation, 800 cu. yds. at 45c | $ 360.00 | |||
| Standard Bith. pavement, 24,248.2 sq. yds. at $1.17 | 28,370.39 | |||
| Broken stone, loose measure, 3,115.5 cu. yds. at $1.90 | 5,919.45 | |||
| Broken stone shoulders, 26,974 lin. ft. at 5c | 1,348.70 | |||
| Force account: | ||||
| 34 feet of 12-inch corrugated iron pipe and 120 feet of 6-inch porous drain tile | 254.77 | |||
| Total paid to contractor | $ 36,253.31 | |||
| Total cost | $ 37,652.59 | |||
Westport-Clatskanie Macadam
On the Clatskanie-Westport Section, which extended from Clatskanie to the Clatsop County Line, the work was handled originally by the Warren Construction Company, on a cost plus ten per cent. basis. The State Highway Department took this work over December 26, 1917, and from that time on the work was handled by this Department. This work consisted of 8.62 miles of sixteen-foot waterbound macadam.
On this section the costs show that the Warren Construction Company laid crushed rock slightly cheaper than the State. However, the State did all the finishing on this section, which is more expensive than laying the base rock and it was necessary to raise the wages twenty-five per cent. after the work was taken over by the Department. C. L. Grutze was resident engineer on this work.
COST STATEMENT—WESTPORT-CLATSKANIE MACADAM
| Item | Unit | Quantity | Total cost | Unit cost | |
| By Warren Construction Co. on cost plus contract— | |||||
| Clearing and grubbing | Acres | 1⁄2 | $ 49.87 | $ 99.74 | |
| Excavation | Cu. yd. | 6,200 | 6,820.70 | 1.10 | |
| 6-ft. by 12-in. drain pipe | Foot | 1,085 | 2,752.38 | 2.80 | |
| Water-bound macadam | [9]Cu. yd. | 7,742 | 27,698.87 | 3.59 | |
| Engineering | 497.03 | ||||
| By State Forces— | |||||
| Excavation | Cu. yd. | 8,299 | 5,594.75 | .67 | |
| 6-ft. by 12-in. drain pipe (laying) | Foot | 298 | 21.05 | .07 | |
| Water-bound macadam | Cu. yd. | 17,977 | 68,168.50 | 3.79 | |
| Engineering | 25.09 | ||||
| Total cost | ... | ... | $ 111,628.24 | ... | |
[9] 4,972 cu. yds. purchased at cost of $5,966.40, all other rock crushed on this job.