急流槽工程数量计算表

7.72
21
86.797 82.616
4.181
7.54
21
86.783 82.371
4.412
7.95
21
86.776 82.459
4.317
7.78
21
86.770 82.453
4.317
7.78
21
86.764 82.421
4.343
7.83
21
86.757 82.388
4.369
7.88
21
106 K59+270.00
107 K59+300.00
108 K59+330.00
109 K59+340.00
110 K59+370.00
111 K59+400.00
112 K59+430.00
113 K59+460.00
114 K59+490.00
115 K59+520.00
116 K59+540.00
128 K59+960.00
129 K59+990.00
130 K60+020.00
131 K60+050.00
132 K60+080.00
86.531 86.402 86.272 86.013 85.883 85.754 85.624 85.499 85.374 85.269 85.180 85.076 85.034 84.997 84.976 84.964 84.952 84.940 84.927 84.910 84.897 84.884 84.879 84.865 84.851 84.837 84.822 84.807 84.792 84.782 84.742 84.727 84.713 84.698 84.683 84.663 84.648 84.633 84.618 84.604 84.589 84.574 84.559 84.544 84.529 84.514
94
K58+890.00
95
K58+920.00
96
K58+950.00
97
K58+980.00
98
K59+025.00
99
K59+050.00
100 K59+080.00
101 K59+110.00
102 K59+140.00
来自百度文库
103 K59+170.00
104 K59+200.00
105 K59+230.00
87.476
67
K57+940.00
87.527
68
K57+970.00
87.577
69
K58+000.00
87.626
70
K58+030.00
87.674
71
K58+070.00
87.737
72
K58+100.00
87.782
73
K58+130.00
87.827
74
K58+160.00
87.866
83.736 83.819 83.847 83.824 83.745 83.866 84.054 84.223 84.243 84.224 83.925 83.45 83.294 83.257 83.400 83.34 83.269 83.338 83.348 83.543 83.391 83.423 83.265 83.123 83.367 82.661 82.662 82.61 82.612 82.646 82.821 83.042 82.982 82.605 82.606 82.599 82.57 82.55 82.64 82.782
4.909
8.85
21
87.340
82.225
5.115
9.22
21
87.385
82.374
5.011
9.03
21
87.430
82.232
5.198
9.37
21
87.469
82.103
5.366
9.67
21
87.493
82.233
5.260
9.48
21
87.499
82.288
5.211
9.39
21
87.490
58
K57+650.00
87.142
59
K57+665.00
87.150
60
K57+700.00
87.175
61
K57+760.00
87.236
62
K57+790.00
87.276
63
K57+820.00
87.321
64
K57+850.00
87.371
65
K57+880.00
87.424
66
K57+910.00
加宽后 路基宽度
(m) 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21 21
路肩标高 原地面标高 填土高度
(m)
(m)
87.161
50
K57+410.00
87.154
51
K57+440.00
87.148
52
K57+470.00
87.141
53
K57+500.00
87.135
54
K57+530.00
87.128
55
K57+560.00
87.123
56
K57+590.00
87.124
57
K57+620.00
87.130
41
K57+110.00
87.208
42
K57+140.00
87.205
43
K57+170.00
87.202
44
K57+200.00
87.197
45
K57+220.00
87.194
46
K57+290.00
87.180
47
K57+320.00
87.173
48
K57+350.00
87.167
49
K57+380.00
86.751 82.467
4.284
7.72
21
86.744 82.484
4.260
7.68
21
86.738 82.491
4.247
7.66
21
86.731
82.46
4.271
7.70
21
86.726 82.449
4.277
7.71
21
86.727 82.575
4.152
7.49
21
86.733
82.6
21
86.974
82.2
4.774
8.61
21
87.027 82.294
4.733
8.53
21
87.079 82.213
4.866
8.77
21
87.130 82.122
5.008
9.03
21
87.180 82.254
4.926
8.88
21
87.229 82.692
4.537
8.18
21
87.277 82.368
3.030 2.948 2.920 2.943 3.023 2.902 2.715 2.546 2.526 2.546 2.845 3.321 3.477 3.515 3.372 3.433 3.504 3.436 3.427 3.232 3.384 3.353 3.511 3.654 3.412 4.121 4.121 4.175 4.175 4.142 3.972 3.755 3.820 4.201 4.204 4.213 4.244 4.264 4.174 4.031
急流槽工程数量计算表
项目名称:京珠国道主干线高速公路改扩建工程 合同号：NO. 施工单位:北路桥梁监理咨询公司 监理单位:公
序号
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40
(m)
86.766 86.767 86.767 86.767 86.768 86.768 86.769 86.769 86.769 86.770 86.770 86.771 86.771 86.772 86.772 86.773 86.773 86.774 86.775 86.775 86.775 86.776 86.776 86.777 86.779 86.782 86.783 86.785 86.787 86.788 86.793 86.797 86.802 86.806 86.810 86.812 86.814 86.814 86.814 86.813
4.133
7.45
21
86.745 82.342
4.403
7.94
21
86.753 82.268
4.485
8.09
21
86.778 82.002
4.776
8.61
21
86.839 82.315
4.524
8.16
21
86.879 82.108
4.771
8.60
21
86.924 82.154
4.770
8.60
8.94
21
86.653
81.525
5.128
9.24
21
86.523
81.524
4.999
9.01
21
86.393
81.322
5.071
9.14
87
K58+650.00
88
K58+680.00
89
K58+710.00
90
K58+770.00
91
K58+800.00
92
K58+830.00
93
K58+860.00
81.952
5.538
9.98
21
87.463
81.707
5.756
10.38
21
87.254
81.564
5.690
10.26
21
87.156
81.661
5.495
9.91
21
87.040
81.756
5.284
9.53
21
86.912
81.792
5.120
9.23
21
86.782
81.823
4.959
线路设计标高 (m)
87.163 87.164 87.164 87.164 87.165 87.165 87.166 87.166 87.166 87.167 87.167 87.168 87.168 87.169 87.169 87.170 87.170 87.171 87.172 87.172 87.172 87.173 87.173 87.174 87.176 87.179 87.180 87.182 87.184 87.185 87.190 87.194 87.199 87.203 87.207 87.209 87.211 87.211 87.211 87.210
75
K58+190.00
87.890
76
K58+220.00
87.896
77
K58+250.00
87.887
78
K58+280.00
87.860
79
K58+380.00
87.651
80
K58+410.00
87.553
81
K58+440.00
87.437
82
K58+470.00
87.309
83
K58+500.00
21
86.134 80.547
5.587
10.07
21
86.005 80.956
5.049
9.10
21
85.875 81.178
4.697
8.47
21
85.616 81.452
4.164
边坡坡长 (m)
5.46 5.31 5.26 5.31 5.45 5.23 4.89 4.59 4.55 4.59 5.13 5.99 6.27 6.34 6.08 6.19 6.32 6.19 6.18 5.83 6.10 6.04 6.33 6.59 6.15 7.43 7.43 7.53 7.53 7.47 7.16 6.77 6.89 7.57 7.58 7.60 7.65 7.69 7.52 7.27
中心桩号
K55+950.00 K55+980.00 K56+010.00 K56+030.00 K56+050.00 K56+080.00 K56+110.00 K56+140.00 K56+170.00 K56+200.00 K56+230.00 K56+270.00 K56+300.00 K56+330.00 K56+360.00 K56+390.00 K56+410.00 K56+470.00 K56+500.00 K56+530.00 K56+560.00 K56+590.00 K56+620.00 K56+650.00 K56+680.00 K56+720.00 K56+735.00 K56+750.00 K56+765.00 K56+780.00 K56+810.00 K56+840.00 K56+870.00 K56+900.00 K56+930.00 K56+960.00 K56+990.00 K57+020.00 K57+050.00 K57+080.00
87.179
84
K58+530.00
87.050
85
K58+560.00
86.920
86
K58+590.00
86.790
21
86.811 82.791
4.020
7.25
21
86.808 82.657
4.151
7.48
21
86.805 82.614
4.191
7.56
21
86.800 82.515
4.285
117 K59+620.00
118 K59+650.00
119 K59+680.00
120 K59+710.00
121 K59+740.00
122 K59+780.00
123 K59+810.00
124 K59+840.00
125 K59+870.00
126 K59+900.00
127 K59+930.00