土石方计算表.xls

9.8 15.7 4.3
6 4
52 73 90 பைடு நூலகம்8
25.00 25.00 25.00 25.00 25.00 25.00 25.00
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68
L1DK1+800.00 L1DK1+825.00 L1DK1+850.00 L1DK1+875.00 L1DK1+900.00 L1DK1+925.00 L1DK1+950.00 L1DK1+965.50
9.3 9.3 9.8 10.2 10.6 2.9 5.6 5.6 334.8 334.8
37.2 37.2 38.5 39.8 41.1 25.2 25.2 25.2 153.9
387.7 387.7 412.6 415.1 414.1 170.5 309.5 309.9
小计： L1DK3+040.57 L1DK3+050.00 L1DK3+075.00 L1DK3+100.00 L1DK3+125.00 L1DK3+150.00 L1DK3+175.00 L1DK3+200.00 L1DK3+225.00 L1DK3+250.00 L1DK3+275.00 L1DK3+300.00 L1DK3+325.00 L1DK3+350.00 L1DK3+375.00 L1DK3+400.00 L1DK3+425.00 226.4 226.4 5.6 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 5.9 25.2 26.1 26.1 26.1 26.1 26.1 26.1 26.1 26.1 26.1 26.1 26.1 26.1 26.1 26.1 189.3 174.3 163.2 156.1 186.6 190.4 167.5 155.5 142.8 178 192.1 169.4 167.9 218.6 194.7
挖方(m2) 清基回 填 填土 本体夯 挖II类 挖III类 挖I类土 填土 土 土
3.2 3.2 16.6 6.9 1.3 64.9 64.9 65 99.2 116.7 109.8 135.1 53 8.7 8.7 0.78 5.00 5.00 20.00 20.00 20.00 20.00 5.00 4.74 5.8 37.5 37.5 150.0 150.0 150.0 150.0 37.5 35.5 753.9 76.1 76.1 75 128.2 252.2 318.7 0.37 9.21 10.00 10.00 5.00 2.8 69.1 75.0 75.0 37.5 259.3 1013.2 14.7 14.7 24.1 8.1 7.9 6 3 2 10.4 10.6 10.6 26 14 14 1 1 139 139 107 59 153 126 109 104 120 120 6.03 25.00 25.00 25.00 25.00 25.00 25.00 25.00 4.00 0.0 0.0 0.0 0.0 1979.0 4213.8 222.5 213.8 188.8 156.3 140.0 1825.0 561.6 9500.646 35.7 2 18.4 309.9 176.0 209.5 121.5 835.3 3904.5 92.5 0.0 0.0 0.0 0.0 0.0 34.2 217.5 179.8 574.0 574.0 574.0 574.0 165.0 176.8 3069.2 92.5 22.0 70.5 0.0 0.0
69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105
L1DK3+450.00 L1DK3+475.00 L1DK3+500.00 L1DK3+525.00 L1DK3+550.00 L1DK3+575.00 L1DK3+600.00 L1DK3+625.00 L1DK3+650.00 L1DK3+675.00 L1DK3+700.00 L1DK3+725.00 L1DK3+750.00 L1DK3+775.00 L1DK3+800.00 L1DK3+825.00 L1DK3+850.00 L1DK3+875.00 L1DK3+900.00 L1DK3+925.00 L1DK3+950.00 L1DK3+975.00 L1DK4+000.00 L1DK4+025.00 L1DK4+050.00 L1DK4+075.00 L1DK4+100.00 L1DK4+125.00 L1DK4+150.00 L1DK4+175.00 L1DK4+200.00 L1DK4+225.00 L1DK4+250.00 L1DK4+275.00 L1DK4+276.32
5.9 5.9 5.9 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.6 5.2 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 4.8 5.2 5.2 5.2 5.2 5.2 5.2 3.6 3.8 3.8 3.7 5.7 3.8 3.8
26.1 26.1 26.1 25.2 25.2 25.2 25.2 25.2 25.2 25.2 25.2 25.2 10
0.0
0.0
13396.1 7542.5 292.5 310.0 322.5 302.5 275.0 162.8 22603.84
146 146 117 24.7 8.1 6.6 17.5 61 69 72 93 104 117 117 12.10 25.00 25.00 25.00 25.00 25.00 25.00 25.00 10.50 67.5 12.1 12.1 16.7 0.9 9.8 9.2 7.8 8.2 8.8 9.9 33 36 37 24 45 45 31 27 42 42 29 61 40 40 41 45 58 43 60 15.9 19 19.7 38 47 37 27 64 66 35 2.8 12 31 24 19 27 1 1 6 10 2 1 22 15 2 7 8 9.43 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 25.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 2135.0 2900.0 143.8 147.5 147.5 147.5 147.5 147.5 147.5 147.5 147.5 147.5 147.5 147.5 147.5 147.5 33.8 33.8 0.0 0.0 0.0 0.0 112.5 238.8 250.0 260.0 168.8 106.3 140.0 4255.0 3515.4 9046.68
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
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
DK230+419.22 DK230+420.00 DK230+425.00 DK230+430.00 DK230+450.00 DK230+470.00 DK230+490.00 DK230+510.00 DK230+515.00 DK230+519.74
面积 距离(m)
填方总数(m3 本体ABC 表层级 底层AB 级配碎 组碎砾 A级填料 配碎石 级填料 石 石填料
：
35.7 34.5 33.2 32 31.4
2 2 2
22.64 25.00 25.00 25.00 25.00 186 169 169 25.00 25.00 15.50
0.0
0.0
昌赣客专
断面面积 序号 里程 填方(m2) 本体ABC 表层级 底层AB 级配碎 AB级填 喷播植 ABC级填 组碎砾 A级填料 C级填料 配碎石 级填料 石 料 草 料 石填料
7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 7.5 43.8 43.8 43.2 28.7 28.7 28.7 28.7 28.7 37.3 37.3 小计： DK230+615.42 DK230+615.79 DK230+625.00 DK230+635.00 DK230+645.00 DK230+650.00 7.5 7.5 7.5 7.5 7.5 7.5 49.6 49.6 17.7 17.5 24.4 24.2 小计： 正线合计： L1DK0+668.97 L1DK0+675.00 L1DK0+700.00 L1DK0+725.00 L1DK0+750.00 L1DK0+775.00 L1DK0+800.00 L1DK0+825.00 L1DK0+850.00 L1DK0+854.00 328.2 328.2 8.9 8.9 8.2 6.9 5.6 5.6 140.4 140.4 35.6 35.6 33.5 29.5 25.2 25.2 12.9 12.9 小计： L1DK1+777.36 591.7 328.5 325 304.3 281.7 267.9 244.4 114.6 114.6 28.2 28.2
1 1
159.7 161.5 157.6 206.6 184.2 181.3 156 160.2 172.5 156.7 62.8 26.3
0.5 62.9 115.2 95.8 5.1 3.9 0.6
0.3 0.3 小计： 联络线合计：
106
总计：
昌赣客专CGZQ-7标一分部一工区路基土石方计算汇总表8.30
591.7 11.7 11.7 13.1 12.7 11.5 10.5 10.5 52.2 51.9 50.8 47.7 44.1 40.8 40.8 小计： 504 479.5 456.3 450.5 435.9 413.5 413.5
L1DK1+987.90 L1DK2+000.00 L1DK2+025.00 L1DK2+050.00 L1DK2+075.00 L1DK2+100.00 L1DK2+125.00 L1DK2+150.00 L1DK2+175.00 L1DK2+185.50 2.7