百姓大舞台工程招标变更
百姓大舞台工程招标变更
录入工程量明细表 | |||||||||||
工程名称:长胜镇百姓大舞台建筑工程 | |||||||||||
序号 | 项目编号 | 项目名称 | 单位 | 数量 | 单价 | 合价 | 其 中 | ||||
人工费 | 材料费 | 机械费 | 管理费 | 利润 | |||||||
0 | 合 计 | 0 | 0 | 点击查看>> | 31571 | 点击查看>> | 4293 | 0 | 0 | ||
1 | 70 | (略) 地 | m2 | 130.03 | 1.018 | 132 | 132 | 0 | 0 | 0 | 0 |
2 | 2040 | 二次搬运及完工清理费 (公共建筑) | m2 | 130.03 | 2.74 | 356 | 320 | 0 | 36 | 0 | 0 |
3 | 462 | 综合脚手架 民用建筑檐高3.6以上 | m2 | 130.03 | 22.156 | 2881 | 828 | 1902 | 151 | 0 | 0 |
4 | 141 | 挖掘机挖土(不装车)一、二类土 | m3 | 180.42 | 2.619 | 473 | 35 | 0 | 438 | 0 | 0 |
5 | 1H | 人工挖土方(深度1.5m内)一、二类土 {基价×2.00} | m3 | 20.04 | 11.661 | 234 | 234 | 0 | 0 | 0 | 0 |
6 | 323H | 垫层 无筋混凝土|C15-20-3-基础 | m3 | 2.75 | 191.836 | 527 | 119 | 359 | 49 | 0 | 0 |
7 | 529H | 现浇混凝土 独立基础 (混凝土)|C30-31.5-3 | m3 | 8.91 | 237.852 | 2119 | 331 | 1650 | 138 | 0 | 0 |
8 | 982 | 现浇混凝土模板 独立基础竹胶模板木支撑 | m2 | 30.96 | 31.454 | 974 | 287 | 658 | 29 | 0 | 0 |
9 | 546H | 现浇混凝土 矩形柱|C30-31.5-4 | m3 | 3.44 | 286.558 | 986 | 293 | 625 | 68 | 0 | 0 |
10 | 1017 | 现浇混凝土模板 矩形柱竹胶模板钢支撑 | m2 | 40.32 | 34.909 | 1407 | 568 | 809 | 30 | 0 | 0 |
11 | 547H | 现浇混凝土 园形、多边形柱|C30-31.5-4 | m3 | 7.98 | 282.316 | 2253 | 643 | 1453 | 157 | 0 | 0 |
12 | 1021 | 现浇混凝土模板 园形柱木模板木支撑 | m2 | 61.33 | 58.617 | 3594 | 1513 | 1959 | 122 | 0 | 0 |
13 | 550H | 现浇混凝土 基础梁|C30-31.5-4 | m3 | 14.78 | 257.294 | 3803 | 797 | 2715 | 291 | 0 | 0 |
14 | 1026 | 现浇混凝土模板 基础梁竹胶模板钢支撑 | m2 | 108.88 | 48.607 | 5292 | 1307 | 3902 | 83 | 0 | 0 |
15 | 551H | 现浇混凝土 单梁、连续梁框架梁|C30-31.5-4 | m3 | 32.38 | 268.767 | 8702 | 2146 | 5919 | 637 | 0 | 0 |
16 | 1030 | 现浇混凝土模板 单梁、连续梁竹胶模板钢支撑 | m2 | 230.07 | 42.654 | 9813 | 4019 | 5546 | 248 | 0 | 0 |
17 | 567H | 现浇混凝土 斜板|C30-31.5-4 | m3 | 27.78 | 286.027 | 7946 | 1945 | 5380 | 620 | 0 | 0 |
18 | 1070 | 现浇混凝土模板 平板 竹胶模板钢支撑 | m2 | 231.5 | 37.753 | 8741 | 2938 | 5540 | 263 | 0 | 0 |
19 | 856 | 现浇构件圆钢筋(Φ6) | t | 0.089 | * | 444 | 82 | 361 | 1 | 0 | 0 |
20 | 857 | 现浇构件圆钢筋(Φ8) | t | 0.079 | * | 365 | 47 | 316 | 2 | 0 | 0 |
21 | 871 | 现浇构件螺纹钢筋(Φ14) | t | 0.61 | 4505.42 | 2748 | 224 | 2492 | 32 | 0 | 0 |
22 | 872 | 现浇构件螺纹钢筋(Φ16) | t | 0.789 | 4466.77 | 3524 | 262 | 3220 | 42 | 0 | 0 |
23 | 873 | 现浇构件螺纹钢筋(Φ18) | t | 0.558 | * | 2476 | 161 | 2288 | 27 | 0 | 0 |
24 | 874 | 现浇构件螺纹钢筋(Φ20) | t | 0.742 | * | 3270 | 196 | 3038 | 36 | 0 | 0 |
25 | 875 | 现浇构件螺纹钢筋(Φ22) | t | 3.617 | * | 15815 | 857 | 14802 | 156 | 0 | 0 |
26 | 876 | 现浇构件螺纹钢筋(Φ25) | t | 1.156 | * | 5041 | 245 | 4746 | 50 | 0 | 0 |
27 | 922 | 箍筋圆钢(Φ8) | t | 0.983 | * | 4738 | 745 | 3955 | 38 | 0 | 0 |
28 | 923 | 箍筋圆钢(Φ10) | t | 0.583 | * | 2667 | 314 | 2336 | 17 | 0 | 0 |
29 | 924 | 箍筋圆钢(Φ12) | t | 1.821 | * | 8034 | 760 | 7246 | 28 | 0 | 0 |
30 | 336 | 红(青)砖直型墙砖墙(双面混水)1砖墙 | m3 | 35.88 | 213.358 | 7656 | 2207 | 5338 | 111 | 0 | 0 |
31 | 337H | 1.5B挡土墙 | m3 | 11.96 | 215.286 | 2575 | 715 | 1821 | 39 | 0 | 0 |
32 | 1507 | 瓦面屋 小青瓦 | m2 | 226.54 | 34.627 | 7844 | 2059 | 5785 | 0 | 0 | 0 |
33 | 1534 | 屋面防水 SBS改性沥青防水卷材热熔(一层) | m2 | 226.54 | 38.143 | 8641 | 837 | 7804 | 0 | 0 | 0 |
34 | 920 | (略) 片 | m2 | 226.54 | 4.619 | 1047 | 133 | 900 | 14 | 0 | 0 |
35 | 323H | 垫层 无筋混凝土|C15-20-3-地面 | m3 | 9.69 | 191.836 | 1858 | 420 | 1266 | 172 | 0 | 0 |
36 | 311 | 垫层(素土) | m3 | 143.96 | 17.508 | 2520 | 2209 | 164 | 147 | 0 | 0 |
37 | 390 | 零星砌体(红砖) | m3 | 6.48 | 242.569 | 1571 | 570 | 983 | 18 | 0 | 0 |
38 | 403 | 砌石 石台阶 | m3 | 1.4 | 124.675 | 174 | 73 | 99 | 2 | 0 | 0 |
39 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
40 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
41 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
42 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
43 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
44 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
45 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
46 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
47 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
48 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
49 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
50 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
51 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
52 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
53 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
54 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
55 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
56 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
57 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
58 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
59 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
60 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
61 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
62 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
63 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
64 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
65 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
66 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
67 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
68 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
69 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
70 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
71 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
72 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
73 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
74 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
75 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
76 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
77 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
78 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
79 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
80 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
81 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
82 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
83 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
84 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
85 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
86 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
87 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
88 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
89 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
90 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
91 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
92 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
93 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
94 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
95 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
96 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
97 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
98 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
99 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
100 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
101 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
102 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
103 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
104 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
105 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
106 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
107 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
108 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
109 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
110 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
111 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
112 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
113 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
114 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
115 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
116 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
117 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
118 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
119 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
120 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
121 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
122 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
123 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
124 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
125 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
126 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
127 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
128 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
129 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
130 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
131 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
132 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
133 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
134 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
135 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
136 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
137 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
138 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
139 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
140 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
141 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
142 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
143 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
144 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
145 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
146 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
147 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
148 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
149 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
150 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
151 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
152 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
153 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
154 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
155 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
156 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
157 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
158 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
159 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
160 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
161 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
162 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
163 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
164 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
165 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
166 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
167 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
168 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
169 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
170 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
171 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
172 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
173 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
174 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
175 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
176 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
177 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
178 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
179 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
180 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
181 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 |
录入工程量明细表 | |||||||||||
工程名称:长胜镇百姓大舞台建筑工程 | |||||||||||
序号 | 项目编号 | 项目名称 | 单位 | 数量 | 单价 | 合价 | 其 中 | ||||
人工费 | 材料费 | 机械费 | 管理费 | 利润 | |||||||
0 | 合 计 | 0 | 0 | 点击查看>> | 31571 | 点击查看>> | 4293 | 0 | 0 | ||
1 | 70 | (略) 地 | m2 | 130.03 | 1.018 | 132 | 132 | 0 | 0 | 0 | 0 |
2 | 2040 | 二次搬运及完工清理费 (公共建筑) | m2 | 130.03 | 2.74 | 356 | 320 | 0 | 36 | 0 | 0 |
3 | 462 | 综合脚手架 民用建筑檐高3.6以上 | m2 | 130.03 | 22.156 | 2881 | 828 | 1902 | 151 | 0 | 0 |
4 | 141 | 挖掘机挖土(不装车)一、二类土 | m3 | 180.42 | 2.619 | 473 | 35 | 0 | 438 | 0 | 0 |
5 | 1H | 人工挖土方(深度1.5m内)一、二类土 {基价×2.00} | m3 | 20.04 | 11.661 | 234 | 234 | 0 | 0 | 0 | 0 |
6 | 323H | 垫层 无筋混凝土|C15-20-3-基础 | m3 | 2.75 | 191.836 | 527 | 119 | 359 | 49 | 0 | 0 |
7 | 529H | 现浇混凝土 独立基础 (混凝土)|C30-31.5-3 | m3 | 8.91 | 237.852 | 2119 | 331 | 1650 | 138 | 0 | 0 |
8 | 982 | 现浇混凝土模板 独立基础竹胶模板木支撑 | m2 | 30.96 | 31.454 | 974 | 287 | 658 | 29 | 0 | 0 |
9 | 546H | 现浇混凝土 矩形柱|C30-31.5-4 | m3 | 3.44 | 286.558 | 986 | 293 | 625 | 68 | 0 | 0 |
10 | 1017 | 现浇混凝土模板 矩形柱竹胶模板钢支撑 | m2 | 40.32 | 34.909 | 1407 | 568 | 809 | 30 | 0 | 0 |
11 | 547H | 现浇混凝土 园形、多边形柱|C30-31.5-4 | m3 | 7.98 | 282.316 | 2253 | 643 | 1453 | 157 | 0 | 0 |
12 | 1021 | 现浇混凝土模板 园形柱木模板木支撑 | m2 | 61.33 | 58.617 | 3594 | 1513 | 1959 | 122 | 0 | 0 |
13 | 550H | 现浇混凝土 基础梁|C30-31.5-4 | m3 | 14.78 | 257.294 | 3803 | 797 | 2715 | 291 | 0 | 0 |
14 | 1026 | 现浇混凝土模板 基础梁竹胶模板钢支撑 | m2 | 108.88 | 48.607 | 5292 | 1307 | 3902 | 83 | 0 | 0 |
15 | 551H | 现浇混凝土 单梁、连续梁框架梁|C30-31.5-4 | m3 | 32.38 | 268.767 | 8702 | 2146 | 5919 | 637 | 0 | 0 |
16 | 1030 | 现浇混凝土模板 单梁、连续梁竹胶模板钢支撑 | m2 | 230.07 | 42.654 | 9813 | 4019 | 5546 | 248 | 0 | 0 |
17 | 567H | 现浇混凝土 斜板|C30-31.5-4 | m3 | 27.78 | 286.027 | 7946 | 1945 | 5380 | 620 | 0 | 0 |
18 | 1070 | 现浇混凝土模板 平板 竹胶模板钢支撑 | m2 | 231.5 | 37.753 | 8741 | 2938 | 5540 | 263 | 0 | 0 |
19 | 856 | 现浇构件圆钢筋(Φ6) | t | 0.089 | * | 444 | 82 | 361 | 1 | 0 | 0 |
20 | 857 | 现浇构件圆钢筋(Φ8) | t | 0.079 | * | 365 | 47 | 316 | 2 | 0 | 0 |
21 | 871 | 现浇构件螺纹钢筋(Φ14) | t | 0.61 | 4505.42 | 2748 | 224 | 2492 | 32 | 0 | 0 |
22 | 872 | 现浇构件螺纹钢筋(Φ16) | t | 0.789 | 4466.77 | 3524 | 262 | 3220 | 42 | 0 | 0 |
23 | 873 | 现浇构件螺纹钢筋(Φ18) | t | 0.558 | * | 2476 | 161 | 2288 | 27 | 0 | 0 |
24 | 874 | 现浇构件螺纹钢筋(Φ20) | t | 0.742 | * | 3270 | 196 | 3038 | 36 | 0 | 0 |
25 | 875 | 现浇构件螺纹钢筋(Φ22) | t | 3.617 | * | 15815 | 857 | 14802 | 156 | 0 | 0 |
26 | 876 | 现浇构件螺纹钢筋(Φ25) | t | 1.156 | * | 5041 | 245 | 4746 | 50 | 0 | 0 |
27 | 922 | 箍筋圆钢(Φ8) | t | 0.983 | * | 4738 | 745 | 3955 | 38 | 0 | 0 |
28 | 923 | 箍筋圆钢(Φ10) | t | 0.583 | * | 2667 | 314 | 2336 | 17 | 0 | 0 |
29 | 924 | 箍筋圆钢(Φ12) | t | 1.821 | * | 8034 | 760 | 7246 | 28 | 0 | 0 |
30 | 336 | 红(青)砖直型墙砖墙(双面混水)1砖墙 | m3 | 35.88 | 213.358 | 7656 | 2207 | 5338 | 111 | 0 | 0 |
31 | 337H | 1.5B挡土墙 | m3 | 11.96 | 215.286 | 2575 | 715 | 1821 | 39 | 0 | 0 |
32 | 1507 | 瓦面屋 小青瓦 | m2 | 226.54 | 34.627 | 7844 | 2059 | 5785 | 0 | 0 | 0 |
33 | 1534 | 屋面防水 SBS改性沥青防水卷材热熔(一层) | m2 | 226.54 | 38.143 | 8641 | 837 | 7804 | 0 | 0 | 0 |
34 | 920 | (略) 片 | m2 | 226.54 | 4.619 | 1047 | 133 | 900 | 14 | 0 | 0 |
35 | 323H | 垫层 无筋混凝土|C15-20-3-地面 | m3 | 9.69 | 191.836 | 1858 | 420 | 1266 | 172 | 0 | 0 |
36 | 311 | 垫层(素土) | m3 | 143.96 | 17.508 | 2520 | 2209 | 164 | 147 | 0 | 0 |
37 | 390 | 零星砌体(红砖) | m3 | 6.48 | 242.569 | 1571 | 570 | 983 | 18 | 0 | 0 |
38 | 403 | 砌石 石台阶 | m3 | 1.4 | 124.675 | 174 | 73 | 99 | 2 | 0 | 0 |
39 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
40 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
41 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
42 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
43 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
44 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
45 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
46 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
47 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
48 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
49 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
50 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
51 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
52 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
53 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
54 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
55 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
56 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
57 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
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180 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | 0 | |||
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