工事名平成28～29年度彦平地区道路改良舗装工事（当 · pdf...

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1) 2) 3) 4)
2829
29 3
6541010057
0
321 29 317
30 131
0
29 3
0 0
2017 3
2017 3
0
0
0
- 1 -
2829 ()
1 196,040,222
1 182,789,307
1 1,883,860
m3 1,400 243.7 341,180
-1
L=15.5km
m3 740 1,935 1,431,900
-2
L=0.5km
m3 290 382 110,780
-3
1 173,295,760
m3 24,000 1,455 34,920,000
-4
()
1,300kg
1,000 14,490 14,490,000
-5
30t 450m
m925mm
896 64,310 57,621,760
-6
L=15.5km
m3 24,000 2,761 66,264,000
-7
1 7,609,687
- 1 -
2829 ()
()
m2 110 783.7 86,207
-8
()
m2 2,540 2,962 7,523,480
-9
1 10,593,560
1 10,593,560
1cm
m2 110 1,036 113,960
-10
5cm
m2 2,130 4,920 10,479,600
-11
1 2,657,355
1 443,584
m3 60 2,361 141,660
-12
W
2829 ()
L=15.5km
m3 60 2,761 165,660
-16
1 47,020
SM-B500-L500-H500
1 30,430 30,430
-17
SM-B500Co
1 16,590 16,590
-18
1 2,166,751
(B)
1.5mBF-B30
0-H200
m 57 10,310 587,670
-19
(C)
3.0mBF-B30
0-H200
m 84 17,220 1,446,480
-20
BF-B300-H200
m 12 9,535 114,420
-21
F
1 4,956 4,956
-22
G
1 4,690 4,690
-23
BF-B300 (L=1.0m)
3 2,845 8,535
-24
1 105,937,076
- 3 -
2829 ()
1 1,538,720
1 1,257,880
()
W
2829 ()
()
(40)
t=80mm
m2 5,000 2,256 11,280,000
-30
()
As20T t=60
mm
m2 5,000 1,868 9,340,000
-31
()
As13 t=40mm
m2 5,000 1,773 8,865,000
-32
()
1 5,029,000
()
RC-40 t
=380mm
m2 1,000 1,239 1,239,000
-33
()
As20T t=60
mm
m2 1,000 1,945 1,945,000
-34
()
As13 t=40mm
m2 1,000 1,845 1,845,000
-35
()
1 2,327,700
()
t=150mm
m2 1,000 519.5 519,500
-36
()
As20T t=40
mm
m2 1,000 1,401 1,401,000
-37
RC40t=10cm
m2 2,000 203.6 407,200
-38
1 8,104,294
- 5 -
2829 ()
1 3,318,300
m3 450 2,361 1,062,450
-39
1.0mW4.0m
m3 40 1,567 62,680
-40
W1.0m
m3 290 2,365 685,850
-41
()
m3 450 294.3 132,435
-42
()
m3 450 294.3 132,435
-43
L=15.5km
m3 450 2,761 1,242,450
-44
1 2,650,500
(B)
PK1-RC1-D400
m 150 17,670 2,650,500
-45
1 1,083,520
SM-B500-L500-H500
4 31,280 125,120
-46
SM-B800-L800-H1900
4 171,900 687,600
-47
- 6 -
2829 ()
SM-B500 T-25
4 19,100 76,400
-48
SM-B800 T-25
4 48,600 194,400
-49
1 422,674
B300-L400-H550
7 18,910 132,370
-50
U
US1-B300-H300
m 42 6,912 290,304
-51
1 629,300
UD-B-1-D200
()
m 140 4,495 629,300
-52
1 2,614,000
1 2,614,000
As(1
3) 296cm2
m 2,000 1,307 2,614,000
-53
1 35,434,000
1 9,020,000
- 7 -
2829 ()
Gr-C-4E( )
m 400 6,140 2,456,000
-54
Gp-A-3E3-T()
m 400 16,410 6,564,000
-55
1 16,474,000
1.
5m 2.0m
m 400 11,990 4,796,000
-56
1.
5m 2.0m
m 400 13,220 5,288,000
-57
(S4)
1.5m 1.5m
m 200 14,770 2,954,000
-58
(S4)
1.5m 1.5m
m 200 17,180 3,436,000
-59
1 9,940,000
Gb-Am-2E
m 500 19,880 9,940,000
-60
1 340,000
1 340,000
15cm
m 4,000 85 340,000
-61
- 8 -
2829 ()
1 2,076,800
1 1,443,600
YK-1(
)
180 8,020 1,443,600
-62
1 633,200
A
100
30 12,480 374,400
-63
B
100
40 6,470 258,800
-64
1 7,826,162
1 1,958,222
m3 230 1,914 440,220
-65
m3 20 15,490 309,800
-66
m3 140 3,334 466,760
-67
m3 70 6,106 427,420
-68
- 9 -
2829 ()
()
m3 20 400.1 8,002
-69
L=19.5km
m3 20 3,415 68,300
-70
L=19.0km
m3 70 3,396 237,720
-71
()
1 2,597,680
B
FEP50() 2
m 50 2,049 102,450
-72
JB1
FEP50() 2
m 1,023 2,049 2,096,127
-73
a1m
FEP50() 1
m 47 1,025 48,175
-74
a1k
FEP50() 1
m 49 1,025 50,225
-75
b3m
FEP30() 2
m 3 1,011 3,033
-76
JA
FEP50() 1
m 4 623.5 2,494
-77
300mm 2 (
)
m 1,176 251 295,176
-78
1 3,270,260
- 10 -
2829 ()
H2-9 900900900
(600 T-2
) 5 133,000 665,000
-79
H2-11 90090011
00 (600 T
-2) 2 136,600 273,200
-80
HH-A 800160010
00 (12006
00 T-25 ) 2 565,400 1,130,800
-81
HH-B 800120010
00 (600 T
-25 ) 3 385,900 1,157,700
-82
1340700600
2 21,780 43,560
-83
1 301,977,298
1 43,805,650
1 4,035,650
1 1,397,200
1 157,000 157,000
-84
2 620,100 1,240,200
-85
1 404,450
- 11 -
2829 ()
1 404,450
-1
1 2,234,000
1 39,770,000
1 345,782,948
1 108,773,000
1 454,555,948
1
1
1
1
- 12 -
2017. 3
1 2017. 3
1.000-00-00-2-0
1 44,450
()
1 360,000
404,450
- 1 -
2017. 3
2017. 3
1.000-00-00-2-0
2
L=15.5km
m3
1 1,935
0.8m3(0.6m3)
()
15.5km 1 1,935 1,935
2017. 3
2017. 3
1.000-00-00-2-0
1
m3
1 243.7
50,000m3
1 243.7 243.7
243.7