TE FOR
TED BY
Yau-a
AHA.
Lee Lewere
ON THE
DAY OF
9
DESCRIPTION OF WORK
No.
I
B.
D.
CONTEXT.
RATE.
Main Sewer Excavation AMOUNT. Filling. Sewer 5.0 XH-0 Sewer Outles Gute Wohlar Work Dorr H. N. 19½" boards 达 22 187 584 866.6 36006-01-01720 Cyd 13/2 866.6 6-0 2-6 –398′ 0.4 860 L. ft. $6.00 232.20 3 # G# 5160.00 55-01-6 82/2 Sq. 11. 25.8.3.675 Sq.ft. 36 24.70 48 36.00 440.00 Snowtork in hingeste Sewer 36×2-6 Excavation 1338 3.6.4-615610Yds. 13/2 210 73 Filling 1338′ 3.6 5-6 867 0.4 03 Sewer 32×2-6 13381.71 3.00 26.01 401. Do Sower 26x16 Excavation Sewer 2-6×1-6 Extra Concrete Sewer20x10 Excavation Filling Lewer 2— 8×1-0′′ Gully Trapofcompleted) 650 3.0 1-0 72.0.8 13/2 6504.81 1.50 9.72 1,50 975. ED 500 3.05–0.277hlyds. 2.03. 15:00 2-6 6-0 8338. Yds. 13/2 800 2.6 4-0 296 C.; Yds. 63.32 112 115 03 1875.00 1500 L. ft. 1°25 46 5.00 130.00 $13.534.95(Signed) S. M. Grice
Surveyor General
TE FOR
TED BY
Yau-a
AHA.
Lee Lewere
ON THE
DAY OF
9
DESCRIPTION OF WORK
No.
I
B.
D.
CONTEXT.
RATE.
Main Sewer Excavation
Filling. Sewer 5.0 XH-0 Sewer Outles Gute Wohlar Work
Dorr H. N. 191⁄2". boards
达
22
187
584
AMOUNT.
866.6
36006-01-01720 Cyd 13/2
866-6 6-0 2-6 –398′ 0.4
860 L. ft. $6.00
232 .20
3
# G# 5160.00
55-01-6 82/2 Sq. 11. 25.8.3.675 Sq.ft.
36
24.70
48
36.00
440.00
Snowtork in hingeste
Sewer 36×2-6
Excavation
1338 3.6.4-615610Yds. 13/2
210 73
Filling
1338′ 3.6 5-6 867 0.4
03
Sewer 320×2-6
13381.71
3.00
26 .01
401. Do
Sower 26x16 Excavation Sewer 2-6×1-6 Extra Concrete
Sewer20x10 Excavation
Filling Lewer 2— 8×1-0′′
Gully Trapofcompleted)
650 3.0 1-0 72.0.8 13/2 6504.81 1.50
9.72
1,50 | 975. ED
500 3.05–0.277hlyds. 2.03.
15:00 2-6 6-0 8338. Yds. 13/2 800 2.6 4-0 296 C.; Yds.
63.32
112 115
03
1875.00
1500 L. ft. 1°25
46
5.00
130.00 $13.534.95
(Signed) S. M. Grice
Surveyor General
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