Engineering $ 8,744.41
Construction--General--
Common Excavation, 60,660 cu. yds. at 42c $25,477.20
Intermediate Excavation, 50,645 cu. yds. at
75c 37,983.75
Solid Rock Excavation, 44,500 cu. yds. at $1.15 51,175.00
Overhaul, per 100 lin. ft., 133,229 cu. yds. at
3c 3,996.87
12-inch Reinforced Concrete Pipe, 1,102 lin.
ft. at $1.75 1,928.50
18-inch Reinforced Concrete Pipe, 140 lin. ft.
at $2.25 315.00
24-inch Reinforced Concrete Pipe, 284 lin. ft.
at $3.00 852.00
30-inch Reinforced Concrete Pipe. 72 lin. ft.
at $4.25 306.00
Class A Concrete, 80.86 cu. yds. at $20.00 1,617.20
Class C Concrete, 32.43 cu. yds. at $14.00 454.02
Placing Reinforcing Steel, 3,197 lbs. at
.001/2 15.99
Catch Basins, 9 at $25.00 225.00
Extra Clearing and Grubbing, 5.79 acres at
$200.00 1,158.00
Extra Clearing, 4.13 acres at $100.00 413.00
Herman Creek Bridge--
Class A Concrete, 137.61 cu. yds.
at $20.00 $2,752.20
Class C Concrete, 3.57 cu. yds.
at $14.00 49.98
Reinforcing Steel (Placing) 23,000
lbs at .001/2 115.00
Reinforcing Steel furnished by State 1,394.32
Removing old bridge and constructing
temporary bridge 426.00
Wet excavation for piers 664.86
Concrete toe wall to protect fill 1,547.98
Railing 438.72
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Total cost of Herman Creek Bridge 7,389.06
Gorton Creek Bridge--
Excavation for piers $ 483.44
Class A Concrete, 90.85 cu. yds.
at $20.00 1,817.00
Placing Reinforcing Steel, 7,378
lbs. at .001/2 36.89
Reinforcing Steel furnished by State 447.27
Railing 224.29
Rip-rap 145.01
--------
Total cost of Gorton Creek Bridge 3,153.90
Force Account Work as Follows--
Construction and Removal of temporary bridge
over Dry Creek 15.78
Removing Slide from O.-W. R. R. & N. Tracks 95.59
Gravel Surfacing--End of Pavement to Cascade
Locks 2,418.55
Railing for Viento Creek Bridge 106.11
Excavating in water and placing Corrugated Iron
Pipe 57.92
Excavation and placing drain tile in wet cuts 150.63
Excavation and placing box drain for form
crossing 10.44
Riprap on slope to keep fill off O.-W. R. R. &
N. Right of Way 177.29
Water pipe and private road crossing 40.16
Sinking test holes in gravel pit at Cascade Locks 24.93
Road crossing for Herman Creek Ranger Station 167.38
Hauling dirt to cover boulders 264.40
Placing concrete pipe 59.03
Flagmen guarding track (Contractor's force) 1,234.83
Miscellaneous Construction Items Paid Direct by State--
Replacing Fence 18.75
Reinforcing Steel for Concrete Culverts 193.77
Concrete Pipe furnished by State 71.50
Moving Building in Cascade Locks 1,400.00
Guarding O.-W. R. R. & N. Tracks (Ry. Co. Force) 1,343.69
Guarding Western Union Telegraph Line 498.01
-----------
Total Construction Cost $144,809.25
Grand Total Cost of Job 153,553.66
Deduction for Rental of State Cars and Track 648.81
-----------
Total Cash Expenditure $152,904.85
[Illustration: 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
[Illustration: ON THE COLUMBIA RIVER HIGHWAY IN HOOD RIVER COUNTY TWO
MILES EAST OF CASCADE LOCKS. GRADED AND GRAVELED IN 1917 AND 1918]