GIVING UNIT PRICES OF ALL UNIT PRICE CONTRACTS FOR PAVING AND GRADING
WORK, 1917-1918
========+============+====================+======+===================
Contract| | | N m |
No+-----+ | | u i |
| Job | CONTRACTOR | m l | Kind of Work
| | | b e |
| | | e s |
| | | r |
--+------------------+--------------------+------+-------------------
1|Cummins Hill |Elliot Construction | 3.5 |Grading
| | Co. | |
2|Wild Horse Paving |Warren Construction | 11.0 |Paving
| | Co. | |
3|Multnomah County |Oskar Huber | 15.7 |Grading and Paving
| Line-Newberg | | |
5|Astoria-Svenson |Warren Construction | 9.0 |Grading and Paving
| | Co. | |
6|Goble Section |Warren Construction | 2.0 |Grading
| | Co. | |
7|Rainier Hill |A. L. Clark | 2.2 |Grading
8|Cascade Locks |A. D. Kern | 8.2 |Grading
9|Viento Section |A. D. Kern | 3.6 |Grading
10|Ruthton Hill |A. D. Kern | 2.4 |Grading
11|Delena-Goble |Clark & Dibble | 7.6 |Macadam
| | | |
12|Tillamook Paving |Oskar Huber | 5.0 |Grading and Paving
13|Multnomah County |Warren Construction | 2.5 |Paving
| Line-Scappoose | Co. | |
18|Oregon City-Canby |Ore. Hassam Paving | 7.5 |Paving
| | Co. | |
19|Yoncalla-Oakland |Warren Construction | 10.4 |Grading
| | Co. | |
20|Comstock-Leona |Hall & Soleim | 4.6 |Grading & Macadam
| | | |
21|Divide-Comstock |S. S. Schell | 2.4 |Grading
25|Locust Hill |A. Anderson | 1.0 |Grading
28|Wolf Creek-Grave |American Express | 4.9 |Grading
| Creek | Co. | |
29|Myrtle Creek- |Calvert & Wolke | 12.8 |Grading
| Dillard | | |
32|Bridge Creek |United Construction | 0.9 |Grading
| | Co. | |
36|Canemah-new Era |Clackamas County | 1.8 |Grading
| | Court | |
64|Divide-Comstock |S. S. Schell | 2.4 |Macadam
| Macadam | | |
65|Union-Telocaset |State | 6.0 |Grading
66|Elgin-Minam |State | 9.3 |Grading
71|Hall Hill-Prairie |A. D. Kern | 2.2 |Grading & Macadam
| City | | |
| | | |
LP|Lowest Unit Price | | |
HP|Highest Unit Price| | |
---------------------+--------------------+------+-------------------
==+==========+=====================+======+=================+=========
Ct|Clearing | EXCAVATION | Over-| CONCRETE |Rubble
No| and | Cubic Yards | haul,| Cubic Yards |Masonry
|Grubbing +--------+------+-----+ Cu. +-----+-----+-----+ Cu.
|Lump Sum | Common |Inter-|Solid| Yds. |Class|Class|Class| Yds.
| | | me- |Rock | Per | A | B | C |
| | |diate | | 100' | | | |
--+----------+--------+------+-----+------+-----+-----+-----+---------
1| ... |$ .40 |$ .70 |$1.35| ... | ...| ...| ...|$ 10.00
2| | ... | ... | ...|$.01 | ...| ...| ...| ...
3|$1,250.00 | .34 | .62 | 1.15| ... | ...| ...|$8.50|
5| 5,610.00 | .49 | .75 | 1.20| .01 | ...| ...| 8.50|
6| 2,085.00 | .45 | .70 | 1.15| .02 | ...| ...|15.00| 9.00
| | | | | | | | |
7| ... | .30 | .48 | 1.25| .03 | ...| ...|12.00| ...
8| Free | .42 | .75 | 1.15| .03 |20.00| ...|14.00| 7.00
9| Free | .39 | .70 | 1.10| .03 |20.00| ...|14.00| 7.00
10| Free | .39 | .70 | 1.05| .03 | ...| ...|14.00| 7.00
11| ... | .40 | .60 | 1.15| .02 |20.00| ...|18.00| ...
| | | | | | | | |
12| ... | .60 | .90 | ...| .02 | ...| ...|17.70| ...
13| ... | .45 | .65 | ...| .02 | ...| ...| ...| ...
18| ... | ... | ... | ...| ... | ...| ...| ...| ...
19|$6,350.00 | .49 | .77 | 1.30| .02 |24.00|22.00| ...| 9.00
20| 2,247.00 | .371/2 | .61 | 1.12| .021/2 |18.00|16.05| ...| 14.80
| | | | | | | | |
21| 2,400.00 | .45 | .60 | 1.15| .03 |24.00|16.00| ...| 8.00
25| 125.00 | .53 | .63 | 1.20| .03 | ...| ...|20.00| ...
28| 3,500.00 | .45 | .45 | 1.25| .02 |22.50| ...|18.00| ...
29| 3,500.00 | .35 | .56 | 1.14| .02 |22.00| ...|20.50| ...
32| ... | .60 | .75 | 1.40| .03 |34.00| ...|31.00| 12.50
| | | | | | | | |
36| 500.00 | .60 | .80 | 1.25| .02 |15.00| ...|12.00| 1.25
64| ... | ... | ... | ...| ... | ...| ...| ...| ...
65| ... | .40 | .75 | 1.35| .03 |25.00| ...|20.00| ...
66| ... | .40 | .70 | 1.25| .03 |22.00|20.00| ...| 10.00
71| ... | .72 | ... | 1.60| .05 |31.00|30.00|28.00| ...
| | | | | | | | |
LP| | .30 | .45 | 1.05| .01 |15.00|16.05| 8.50| 1.25
HP| | .72 | .90 | 1.60| .05 |34.00|30.00|31.00| 14.80
--+----------+--------+------+-----+------+-----+-----+-----+--------
==+======+=================+==========================================
Ct| Metal| Plain | REINFORCED CONCRETE PIPE
No| Rein-| Concrete | Lineal Feet
|force-| Pipe |
| ment | Lineal Feet |
|Pounds+--------+--------+-------+-------+--------+--------+--------
| | 12-in. | 18-in. |12-in. |18-in. | 24-in. | 30-in. | 36-in.
--+------+--------+--------+-------+-------+--------+--------+--------
1| ... | ... | ... | ... | ... | ... | ... | ...
2| ... | ... | ... | ... | ... | ... | ... | ...
3| ... | ... | ... |$ 1.25 | $1.75 | $ 2.45 | ... | $ 4.25
5| ... | ... | ... | 1.40 | 2.00 | 2.75 | ... | 4.60
6| ... | ... | ... | 1.50 | ... | 3.30 | ... | 5.30
| | | | | | | |
7| ... | ... | ... | ... | ... | ... | ... | ...
8| ... | ... | ... | 1.75 | 2.25 | 3.00 | ... | 4.75
9| ... | ... | ... | 1.75 | 2.25 | 3.00 | ... | ...
10| ... | ... | ... | 1.75 | 2.25 | 3.00 | ... | ...
11| ... | ... | ... | ... | ... | ... | ... | ...
| | | | | | | |
12| ... | ... | ... |[4].48 |[4].78 |[4]1.16 | ... |[4]1.80
13| ... | ... | ... | ... | ... | ... | ... | ...
18| ... | ... | ... | ... | ... | ... | ... | ...
19|$ .08 |$ 1.10 |$ 2.02 | ... | ... | 3.27 | ... | 5.50
20| .12 | .67 | 1.55 | ... | ... | 2.90 | ... | 5.50
| | | | | | | |
21| .08 | 1.00 | ... | ... | ... | 2.50 | ... | ...
25| ... | 1.00 | 1.50 | ... | ... | ... | ... | ...
28| .15 |[4].55 |[4].80 | ... | ... |[4]1.10 |[4]1.50 |[4]2.00
29| .10 |[4].35 | ... | ... |[4].60 |[4]1.05 |[4]2.00 |[4]3.00
32| ... | ... | ... | ... | ... | ... | ... | ...
| | | | | | | |
36| ... | ... | ... | ... | 1.25 | ... | ... | ...
64| ... | ... | ... | ... | ... | ... | ... | ...
65| .08 | 1.25 | ... | ... | ... | ... | ... | ...
66| .07 | ... | ... | ... | ... | ... | ... | ...
71| .10 | ... | ... | ... | ... | ... | ... | ...
| | | | | | | |
LP| .07 | .67 | 1.50 | 1.35 | 1.75 | 2.45 |[4]1.50 | 4.00
HP| .15 | 1.25 | 2.02 | 1.75 | 2.25 | 3.30 |[4]2.00 | 5.50
--+------+--------+--------+-------+-------+--------+--------+--------
==+=====================================+======+=====+======+=========
Ct| CORRUGATED GALVANIZED IRON PIPE |6-Inch|Guard|Lumber|Asphaltic
No| Lineal Feet |Porous|Fence| and |Concrete
| |Drain | Lin.|Timber|2 inches
| | Tile | Ft. |1,000 |on Rock
|-------+------+--------+------+------+ Lin. | | Ft. | Base
| 12-in.|18-in.| 24-in. |30-in.|36-in.| Ft. | |B. M. |Sq. Yd.
--+-------+------+--------+------+------+------+-----+------+---------
1|[4]$.40| ...|[4]$1.00| ...| ...| ... | ...| ...| ...
2| ...| ...| ...| ...| ...| ... | ...| ...| $ 1.29
3| ...| ...| ...| ...| ...| $.15 | $.45| 50.00| 1.28
5| ...| ...| ...| ...| ...| ... | ...| ...| 1.24
6| ...| ...| ...| ...| ...| ... | .57| ...| ...
| | | | | | | | |
7| 1.00| ...| ...| ...| ...| ... | 1.50| ...| ...
8| ...| ...| ...| ...| ...| ... | .50| ...| ...
9| ...| ...| ...| ...| ...| ... | .50| ...| ...
10| ...| ...| ...| ...| ...| ... | .50| ...| ...
11| ...| ...| ...| ...| 1.30| ... | .60| ...| ...
| | | | | | | | |
12| ...| ...| ...| ...| ...| .14 | ...| ...| 1.42
13| ...| ...| ...| ...| ...| ... | ...| ...| 1.17
18| ...| ...| ...| ...| ...| ... | ...| ...| 1.26
19| 2.07| 2.75| 3.44| ...| ...| .20 | ...| 45.00| ...
20| 1.55| 2.00| 3.00| ...| ...| ... | ...| 32.00| ...
| | | | | | | | |
21| ...| ...| 3.25| ...| ...| .20 | ...| 20.00| ...
25| ...| ...| ...| ...| ...| .25 | ...| ...| ...
28| [4].30|[4].40| [4].50|[4].60|[4].75| .40 | .50| 45.00| ...
29| [4].20|[4].30| [4].40|[4].60|[4].75| .25 | .55| 45.00| ...
32| [4].73|[4].90| ...| ...| ...| ... | .85| ...| ...
| | | | | | | | |
36| 4.00| ...| ...| ...| ...| .10 | .35| ...| ...
64| ...| ...| ...| ...| ...| ... | ...| ...| ...
65| ...| ...| ...| ...| ...| ... | ...| ...| ...
66| ...| 1.50| 2.50| 4.00| ...| ... | ...| ...| ...
71| ...| 1.80| 2.70| ...| ...| ... | ...| ...| ...
| | | | | | | | |
LP| 1.00| 2.00| 3.00|[4].60|[4].75| .10 | .35| 20.00| 1.17
HP| 2.07| 2.75| 4.00|[4].60|[4].75| .40 | 1.50| 50.00| 1.42
--+-------+------+--------+------+------+------+-----+------+---------
==+=====================+=======+=======+========+=======+========
Ct| MACADAM |Broken | Sand |Broken | Clay | Rip-
No| Cubic Yards, | Stone |Cu. Yd.|Stones | Fil- | rap
| (Loose Measure) |Cu. Yd.|(Loose |Shoul- | ler | Cu.
+------+------+-------+(Loose |Meas.) | ders | Cu. | Yd.
|Broken|Gravel|Crushed|Meas.) | | Li. | Yd. |
|Stone | |Gravel | | | Ft. | |
--+------+------+-------+-------+-------+-------+-------+--------
1| ... | ... | ... | ... | ... | ... | ... | ...
2| ... | ... | ... |$ 1.87 | ... | .05 |$ 1.00 | ...
3| ... | ... | ... | 2.40 | ... | .06 | .85 |$ 2.75
5| ... | ... | ... | 2.30 | ... | .05 | .88 | ...
6| ... | ... | ... | ... | ... | ... | ... | ...
| | | | | | | |
7| ... | ... | ... | ... | ... | ... | ... | ...
8| ... | ... | ... | ... | ... | ... | ... | ...
9| ... | ... | ... | ... | ... | ... | ... | ...
10| ... | ... | ... | ... | ... | ... | ... | ...
11| 2.18 | ... | ... | ... | ... | ... | 1.00 | ...
| | | | | | | |
12| ... | ... | ... | 2.20 | ... | .06 | 1.00 | ...
13| ... | ... | ... | 1.90 | ... | .05 | .90 | ...
18| ... | ... | ... | 2.37 | ... | .051/2 | .90 | ...
19| ... | ... | ... | ... | ... | ... | ... | ...
20| 4.89 | ... | ... | ... | 1.70 | ... | .62 | ...
| | | | | | | |
21| ... | ... | ... | ... | ... | ... | ... | ...
25| ... | ... | ... | ... | ... | ... | ... | ...
28| ... | ... | ... | ... | ... | ... | ... | ...
29| ... | ... | ... | ... | ... | ... | ... | 5.00
32| ... | ... | ... | ... | ... | ... | ... | ...
| | | | | | | |
36| ... | ... | ... | ... | ... | ... | ... | ...
64| 3.35 | ... | ... | ... | ... | ... | .75 | ...
65| ... | ... | ... | ... | ... | ... | ... | ...
66| ... | ... | ... | ... | ... | ... | ... | ...
71| ... | 3.30 | 3.70 | ... | ... | ... | .75 | ...
| | | | | | | |
LP| 2.18 | 3.30 | 3.70 | 1.87 | 1.70 | .05 | .62 | 2.35
HP| 4.89 | 3.30 | 3.70 | 2.40 | 1.70 | .06 | 1.00 | 5.00
--+------+------+-------+-------+-------+-------+-------+--------
[4] Indicates that contract price on culvert pipe is for hauling and
placing only, the pipe to be furnished to the contractor.