一般路基土石方数量计算表Word下载.docx
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一般路基土石方数量计算表Word下载.docx
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19
20
21
22
23
24
25
26
27
28
29
30
31
32
33
34
35
K59+465.746
3.9
0.3
14.3
62.0
40
24.8
60
37.2
3.8
58.2
K59+480
4.8
20.0
108.2
43.3
64.9
2.6
105.6
K59+500
6.0
0.0
115.3
46.1
69.2
0.2
115.2
K59+520
5.5
166.5
66.6
99.9
0.1
166.4
K59+540
11.2
249.5
99.8
149.7
K59+560
13.8
308.0
123.2
184.8
K59+580
17.0
289.7
115.9
173.8
K59+600
12.0
10.9
88.8
35.5
53.3
4.9
83.9
K59+610.941
4.3
0.9
9.1
38.3
15.3
23.0
338.5
300.2
K59+620
4.2
73.8
10.0
76.2
30.5
45.7
993.7
917.5
K59+630
11.0
124.9
80.2
32.1
48.1
1183.5
1103.4
K59+640
5.0
111.8
94.1
37.7
56.5
1015.2
921.0
K59+650
91.2
142.2
56.9
85.3
787.0
644.8
K59+660
14.6
66.2
106.2
42.5
63.7
466.9
360.8
K59+670
6.6
27.2
33.1
13.2
19.9
182.5
149.4
K59+680
9.3
103.5
K59+690
11.4
119.4
K59+700
12.5
4.6
1.9
2.8
108.5
103.8
K59+710
9.2
7.1
29.9
17.9
32.9
3.1
K59+717.140
7.4
大、中桥梁
K59+822.180
17.8
565.5
226.2
339.3
107.3
458.2
K59+840
56.0
2558.3
1023.3
1535.0
5450.5
723.6
4726.9
1834.7
小计
编制:
复核:
审核:
路基土石方数量计算表
适中至三层岭战备公路工程第2页共16页
1527.7
519.4
51
779.1
68.7
160.4
120.4
1178.1
229.1
K59+860
96.7
2682.6
912.1
1368.1
120.7
281.7
2280.2
402.4
K59+880
171.5
3105.5
1055.9
1583.8
139.7
326.1
2.5
2637.2
465.8
K59+900
139.0
1285.2
437.0
655.4
57.8
134.9
2.0
1090.3
192.8
K59+910
118.0
803.7
273.3
409.9
36.2
84.4
15.1
668.1
120.6
K59+920
42.8
2.9
213.8
72.7
109.0
9.6
22.4
281.9
181.7
100.2
K59+930
53.5
1656.4
K59+940
277.8
3109.8
K59+950
344.2
3971.8
K59+960
450.2
5363.1
K59+970
622.5
6186.8
K59+980
614.9
6242.0
K59+990
633.5
5685.5
K60+000
503.6
5093.9
K60+010
515.2
25.8
8.8
1.2
2.7
4706.0
21.9
4684.1
K60+020
5.2
426.0
5.3
1.8
0.6
965.0
4.5
960.5
0.8
K60+022.041
519.6
8.0
84.9
28.9
8.9
3575.3
72.1
3503.2
12.7
K60+030
21.3
378.8
149.6
50.9
76.3
6.7
15.7
2599.7
127.2
2472.5
K60+040
8.6
141.1
1210.2
411.5
617.2
54.5
127.1
723.7
305.0
181.5
K60+050
233.4
3.6
2105.4
715.8
1073.8
94.7
221.1
18.2
1771.4
315.8
K60+060
187.6
8366.0
2007.8
36
3011.8
1003.9
2342.5
5019.6
3346.4
K60+080
649.0
21565.6
6495.7
9743.5
1597.9
3728.4
50319.2
1289.4
49029.8
14949.8
5326.3
适中至三层岭战备公路工程第3页共16页
12176.9
2922.5
4383.7
1461.2
3409.5
7306.1
4870.8
K60+100
568.7
7196.5
2878.6
4317.9
2158.9
70
5037.5
K60+120
150.9
1509.2
603.7
905.5
452.8
1056.4
814.2
695.0
K60+140
81.4
5572.1
K60+160
475.8
19.2
6494.1
K60+179.238
199.3
20.8
147.5
59.0
88.5
44.3
103.3
2135.0
1987.5
K60+200
14.2
6.3
2524.1
1009.7
1514.5
757.2
1766.9
60.9
2463.3
K60+219.239
248.2
9312.6
2235.0
3352.5
1117.5
2607.5
5587.6
3725.0
K60+240
648.9
12692.8
3046.3
4569.4
1523.1
3554.0
7615.7
5077.1
K60+260
620.3
9062.1
2899.9
48
4349.8
543.7
1268.7
7249.7
1812.4
K60+280
285.9
4400.5
880.1
1320.1
660.1
1540.2
2200.2
K60+300
154.2
3045.7
609.1
913.7
456.8
1066.0
1522.8
K60+320
150.4
4840.2
968.0
1452.1
726.0
1694.1
2420.1
K60+339.943
335.0
19.7
6797.8
1359.6
2039.3
1019.7
2379.2
3398.9
K60+359.676
354.0
19.3
6908.6
1381.7
2072.6
1036.3
2418.0
3454.3
K60+378.955
362.7
18.9
6857.6
1371.5
2057.3
1028.6
2400.2
3428.8
K60+397.865
362.6
18.6
4792.3
958.5
1437.7
718.9
1677.3
2396.2
K60+416.451
153.1
18.3
1766.8
353.4
530.0
265.0
618.4
48.6
834.8
883.4
K60+434.770
39.8
18.1
1239.4
247.9
371.8
185.9
433.8
571.6
619.7
K60+452.891
97.0
18.5
2067.2
413.4
620.1
310.1
723.5
1033.6
K60+47
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