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工程勘察设计收费标准( 岩土工程地质测绘费取费部分)|计价格[2002]10号

文号：计价格[2002]10号

工程勘察设计收费标准

国家计委、建设部关于发布

《工程勘察设计收费管理规定》的通知

二00一年一月七日        计价格[2002]10号

计价格[2002]10号中有关  岩土工程地质测绘费 的部分内容

(下载的标准含文号全部内容)

3 岩土工程勘察

3.1 技术工作

岩土工程勘察技术工作费收费比例表                     表3.1-1

注：1 岩土工程勘察等级见国标《岩土工程勘察规范》；

2.利用已有勘察资料提出勘察报告的只收取技术工作费，技术工作费的计费基数为所利用勘察资料的实物工作收费额。

3.2 工程地质测绘

工程地质测绘复杂程度表                            表3.2-1

<table align="center" border="1" cellspacing="0" class="Table" style="border-collapse:collapse; border:1pt outset windowtext">
	<tbody>
		<tr>
			<td style="vertical-align:center; width:51.7500pt">
			类 别
			</td>
			<td style="vertical-align:center; width:114.0000pt">
			简单
			</td>
			<td style="vertical-align:center; width:108.7500pt">
			中等
			</td>
			<td style="vertical-align:center; width:141.0000pt">
			复杂
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:51.7500pt">
			地质构造
			</td>
			<td style="vertical-align:center; width:114.0000pt">
			岩层产状水平或倾斜很缓
			</td>
			<td style="vertical-align:center; width:108.7500pt">
			有显著的褶皱、断层
			</td>
			<td style="vertical-align:center; width:141.0000pt">
			有复杂的褶皱、断层
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:51.7500pt">
			岩层特征
			</td>
			<td style="vertical-align:center; width:114.0000pt">
			简单，露头良好
			</td>
			<td style="vertical-align:center; width:108.7500pt">
			变化不稳定，露头中等，有较复杂地质现象
			</td>
			<td style="vertical-align:center; width:141.0000pt">
			变化复杂，种类繁多，露头不良，有滑坡、岩溶等复杂地质现象
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:51.7500pt">
			地形地貌
			</td>
			<td style="vertical-align:center; width:114.0000pt">
			地形平坦，植被不发育，易于通行
			</td>
			<td style="vertical-align:center; width:108.7500pt">
			地形起伏较大，河流、灌木较多，通行较困难
			</td>
			<td style="vertical-align:center; width:141.0000pt">
			岭谷山地，林木密集，水网、稻田、沼泽，通行困难
			</td>
		</tr>
	</tbody>
</table>

工程地质测绘实物工作收费基价表                        表3.2-2

号
			</td>
			<td colspan="3" rowspan="2" style="vertical-align:center; width:172.5000pt">
			项  目
			</td>
			<td rowspan="2" style="vertical-align:center; width:52.5000pt">
			计费单位
			</td>
			<td colspan="3" style="vertical-align:center; width:168.0000pt">
			收费基价 （元）
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:45.7500pt">
			简单
			</td>
			<td style="vertical-align:center; width:54.0000pt">
			中等
			</td>
			<td style="vertical-align:center; width:68.2500pt">
			复杂
			</td>
		</tr>
		<tr>
			<td rowspan="8" style="vertical-align:center; width:20.2500pt">
			1
			</td>
			<td rowspan="8" style="vertical-align:center; width:87.7500pt">
			工程地质测绘
			</td>
			<td rowspan="8" style="vertical-align:center; width:21.0000pt">
			成 图 比 例
			</td>
			<td style="vertical-align:center; width:63.7500pt">
			1∶200
			</td>
			<td rowspan="8" style="vertical-align:center; width:52.5000pt">
			km2 
			</td>
			<td style="vertical-align:center; width:45.7500pt">
			16065
			</td>
			<td style="vertical-align:center; width:54.0000pt">
			22950
			</td>
			<td style="vertical-align:center; width:68.2500pt">
			34425
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:63.7500pt">
			1∶500
			</td>
			<td style="vertical-align:center; width:45.7500pt">
			8033
			</td>
			<td style="vertical-align:center; width:54.0000pt">
			11475
			</td>
			<td style="vertical-align:center; width:68.2500pt">
			17213
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:63.7500pt">
			1∶1000
			</td>
			<td style="vertical-align:center; width:45.7500pt">
			 5355
			</td>
			<td style="vertical-align:center; width:54.0000pt">
			 7650
			</td>
			<td style="vertical-align:center; width:68.2500pt">
			11475
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:63.7500pt">
			1∶2000
			</td>
			<td style="vertical-align:center; width:45.7500pt">
			 3570
			</td>
			<td style="vertical-align:center; width:54.0000pt">
			 5100
			</td>
			<td style="vertical-align:center; width:68.2500pt">
			 7650
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:63.7500pt">
			1∶5000
			</td>
			<td style="vertical-align:center; width:45.7500pt">
			 1071
			</td>
			<td style="vertical-align:center; width:54.0000pt">
			 1530
			</td>
			<td style="vertical-align:center; width:68.2500pt">
			 2295
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:63.7500pt">
			1∶10000
			</td>
			<td style="vertical-align:center; width:45.7500pt">
			  536
			</td>
			<td style="vertical-align:center; width:54.0000pt">
			  765
			</td>
			<td style="vertical-align:center; width:68.2500pt">
			 1148
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:63.7500pt">
			1∶25000
			</td>
			<td style="vertical-align:center; width:45.7500pt">
			  268
			</td>
			<td style="vertical-align:center; width:54.0000pt">
			  383
			</td>
			<td style="vertical-align:center; width:68.2500pt">
			  574
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:63.7500pt">
			1∶50000
			</td>
			<td style="vertical-align:center; width:45.7500pt">
			  134
			</td>
			<td style="vertical-align:center; width:54.0000pt">
			  191
			</td>
			<td style="vertical-align:center; width:68.2500pt">
			  287
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:20.2500pt">
			2
			</td>
			<td style="vertical-align:center; width:87.7500pt">
			带状工程地质测绘
			</td>
			<td colspan="6" style="vertical-align:center; width:305.2500pt">
			附加调整系数为1.3
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:20.2500pt">
			3
			</td>
			<td style="vertical-align:top; width:87.7500pt">
			工程地质测绘与地质测绘同时进行
			</td>
			<td colspan="6" style="vertical-align:center; width:305.2500pt">
			附加调整系数为1.5
			</td>
		</tr>
	</tbody>
</table>

3.3 岩土工程勘探与原位测试

岩土工程勘探与原位测试复杂程度表                     表3.3-1

<table border="1" cellspacing="0" class="Table" style="border-collapse:collapse; border:1pt outset windowtext">
	<tbody>
		<tr>
			<td style="vertical-align:center; width:47.2500pt">
			岩土类别
			</td>
			<td style="vertical-align:center; width:63.0000pt">
			Ⅰ
			</td>
			<td style="vertical-align:center; width:73.5000pt">
			Ⅱ
			</td>
			<td style="vertical-align:center; width:57.7500pt">
			Ⅲ
			</td>
			<td style="vertical-align:top; width:57.7500pt">
			Ⅳ
			</td>
			<td style="vertical-align:top; width:57.7500pt">
			Ⅴ
			</td>
			<td style="vertical-align:top; width:57.7500pt">
			Ⅵ
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:47.2500pt">
			松散地层
			</td>
			<td style="vertical-align:top; width:63.0000pt">
			流塑、软塑、可塑粘性土，稍密、中密粉土，含硬杂质≤10%的填土
			</td>
			<td style="vertical-align:top; width:73.5000pt">
			硬塑、坚硬粘性土，密实粉土，含硬杂质≤25%的填土，湿陷性土，红粘土，膨胀土，盐渍土，残积土，污染土
			</td>
			<td style="vertical-align:top; width:57.7500pt">
			砂土，砾石，混合土，多年冻土，含硬杂质＞25%的填土
			</td>
			<td style="vertical-align:top; width:57.7500pt">
			粒径≤50mm、含量＞50%的卵(碎)石层
			</td>
			<td style="vertical-align:top; width:57.7500pt">
			粒径≤100mm、含量＞50%的卵(碎)石层，混凝土构件、面层
			</td>
			<td style="vertical-align:top; width:57.7500pt">
			粒径＞100mm、含量＞50%的卵(碎)石层、漂(块)石层
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:47.2500pt">
			岩石地层
			</td>
			<td style="vertical-align:center; width:63.0000pt">
			 
			</td>
			<td style="vertical-align:center; width:73.5000pt">
			极软岩
			</td>
			<td style="vertical-align:center; width:57.7500pt">
			软岩
			</td>
			<td style="vertical-align:center; width:57.7500pt">
			较软岩
			</td>
			<td style="vertical-align:center; width:57.7500pt">
			较硬岩
			</td>
			<td style="vertical-align:center; width:57.7500pt">
			坚硬岩
			</td>
		</tr>
		<tr>
			<td colspan="7" style="vertical-align:top; width:414.7500pt">
			注：岩土的分类和鉴定见国标《岩土工程勘察规范》。
			</td>
		</tr>
	</tbody>
</table>

岩土工程勘探实物工作收费基价表　                    表 3.3-2

<table border="1" cellspacing="0" class="Table" style="border-collapse:collapse; border:1pt outset windowtext">
	<tbody>
		<tr>
			<td rowspan="3" style="height:12.7500pt; vertical-align:center; width:22.2000pt">
			序号
			</td>
			<td colspan="2" style="height:12.7500pt; vertical-align:center; width:105.4000pt">
			项   目
			</td>
			<td rowspan="3" style="height:12.7500pt; vertical-align:center; width:28.0000pt">
			计费

单位
			</td>
			<td colspan="6" rowspan="2" style="height:12.7500pt; vertical-align:center; width:261.8500pt">
			收费基价 （元）
			</td>
		</tr>
		<tr>
			<td rowspan="2" style="height:15.6000pt; vertical-align:center; width:27.0000pt">
			勘探

项目
			</td>
			<td rowspan="2" style="height:15.6000pt; vertical-align:center; width:78.4000pt">
			深度D/长度L（m）
			</td>
		</tr>
		<tr>
			<td style="height:12.7500pt; vertical-align:center; width:51.8000pt">
			Ⅰ
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			Ⅱ
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:36.0000pt">
			Ⅲ
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			Ⅳ
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			Ⅴ
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:39.0500pt">
			Ⅵ
			</td>
		</tr>
		<tr>
			<td rowspan="9" style="height:12.7500pt; vertical-align:center; width:22.2000pt">
			1
			</td>
			<td rowspan="9" style="height:12.7500pt; vertical-align:center; width:27.0000pt">
			钻孔
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:78.4000pt">
			D≤10
			</td>
			<td rowspan="8" style="height:12.7500pt; vertical-align:center; width:28.0000pt">
			m
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:51.8000pt">
			 46
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			 71
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:36.0000pt">
			117
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			207
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			301
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:39.0500pt">
			 382
			</td>
		</tr>
		<tr>
			<td style="height:12.7500pt; vertical-align:center; width:78.4000pt">
			10＜D≤20
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:51.8000pt">
			 58
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			 89
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:36.0000pt">
			147
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			259
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			377
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:39.0500pt">
			 477
			</td>
		</tr>
		<tr>
			<td style="height:12.7500pt; vertical-align:center; width:78.4000pt">
			20＜D≤30
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:51.8000pt">
			 69
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			107
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:36.0000pt">
			176
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			311
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			452
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:39.0500pt">
			 573
			</td>
		</tr>
		<tr>
			<td style="height:12.7500pt; vertical-align:center; width:78.4000pt">
			30＜D≤40
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:51.8000pt">
			 82
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			127
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:36.0000pt">
			209
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			368
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			536
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:39.0500pt">
			 680
			</td>
		</tr>
		<tr>
			<td style="height:12.7500pt; vertical-align:center; width:78.4000pt">
			40＜D≤50
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:51.8000pt">
			 98
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			151
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:36.0000pt">
			249
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			439
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			639
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:39.0500pt">
			 809
			</td>
		</tr>
		<tr>
			<td style="height:12.7500pt; vertical-align:center; width:78.4000pt">
			50＜D≤60
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:51.8000pt">
			109
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			168
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:36.0000pt">
			277
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			489
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			711
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:39.0500pt">
			 901
			</td>
		</tr>
		<tr>
			<td style="height:12.7500pt; vertical-align:center; width:78.4000pt">
			60＜D≤80
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:51.8000pt">
			121
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			187
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:36.0000pt">
			307
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			542
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			789
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:39.0500pt">
			1000
			</td>
		</tr>
		<tr>
			<td style="height:12.7500pt; vertical-align:center; width:78.4000pt">
			80＜D≤100
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:51.8000pt">
			132
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			204
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:36.0000pt">
			335
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			592
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			862
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:39.0500pt">
			1092
			</td>
		</tr>
		<tr>
			<td style="height:12.7500pt; vertical-align:center; width:78.4000pt">
			    D＞100
			</td>
			<td colspan="7" style="height:12.7500pt; vertical-align:center; width:289.8500pt">
			每增加20 m，按前一档收费基价乘以1.2的附加调整系数
			</td>
		</tr>
		<tr>
			<td rowspan="5" style="height:12.7500pt; vertical-align:center; width:22.5500pt">
			2
			</td>
			<td rowspan="5" style="height:12.7500pt; vertical-align:center; width:27.0000pt">
			探井
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:78.4000pt">
			  D≤2
			</td>
			<td rowspan="4" style="height:12.7500pt; vertical-align:center; width:28.0000pt">
			m
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:51.8000pt">
			 50
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			 63
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:36.0000pt">
			 78
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			125
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			200
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:39.0500pt">
			250
			</td>
		</tr>
		<tr>
			<td style="height:12.7500pt; vertical-align:center; width:78.4000pt">
			2＜D≤5
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:51.8000pt">
			 63
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			 78
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:36.0000pt">
			 97
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			156
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			250
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:39.0500pt">
			313
			</td>
		</tr>
		<tr>
			<td style="height:12.7500pt; vertical-align:center; width:78.4000pt">
			5＜D≤10
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:51.8000pt">
			 78
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			 97
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:36.0000pt">
			120
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			194
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			310
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:39.0500pt">
			388
			</td>
		</tr>
		<tr>
			<td style="height:12.7500pt; vertical-align:center; width:78.4000pt">
			10＜D≤20
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:51.8000pt">
			103
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			128
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:36.0000pt">
			159
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			256
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			410
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:39.0500pt">
			513
			</td>
		</tr>
		<tr>
			<td style="height:12.7500pt; vertical-align:center; width:78.4000pt">
			    D＞20
			</td>
			<td colspan="7" style="height:12.7500pt; vertical-align:center; width:289.8500pt">
			每增加10m，按前一档收费基价乘以1.3的附加调整系数
			</td>
		</tr>
		<tr>
			<td rowspan="2" style="height:12.7500pt; vertical-align:center; width:22.5500pt">
			3
			</td>
			<td rowspan="2" style="height:12.7500pt; vertical-align:center; width:27.0000pt">
			探槽
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:78.4000pt">
			   D≤2
			</td>
			<td rowspan="2" style="height:12.7500pt; vertical-align:center; width:28.0000pt">
			m 3
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:51.8000pt">
			40
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			 52
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:36.0000pt">
			 72
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			 92
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			 120
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:39.0500pt">
			 148
			</td>
		</tr>
		<tr>
			<td style="height:12.7500pt; vertical-align:center; width:78.4000pt">
			   D＞2
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:51.8000pt">
			58
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			 75
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:36.0000pt">
			104
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			133
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			 174
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:39.0500pt">
			 215
			</td>
		</tr>
		<tr>
			<td rowspan="8" style="height:12.7500pt; vertical-align:center; width:22.5500pt">
			4
			</td>
			<td rowspan="8" style="height:12.7500pt; vertical-align:center; width:27.0000pt">
			平硐
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:78.4000pt">
			   L≤50
			</td>
			<td rowspan="6" style="height:12.7500pt; vertical-align:center; width:28.0000pt">
			m
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:51.8000pt">
			350
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			525
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:36.0000pt">
			735
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			980
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			1173
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:39.0500pt">
			1348
			</td>
		</tr>
		<tr>
			<td style="height:12.7500pt; vertical-align:center; width:78.4000pt">
			50＜L≤100
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:51.8000pt">
			368
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			551
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:36.0000pt">
			772
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			1029
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			1231
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:39.0500pt">
			1415
			</td>
		</tr>
		<tr>
			<td style="height:12.7500pt; vertical-align:center; width:78.4000pt">
			100＜L≤150
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:51.8000pt">
			385
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			578
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:36.0000pt">
			809
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			1078
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			1290
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:39.0500pt">
			1482
			</td>
		</tr>
		<tr>
			<td style="height:12.7500pt; vertical-align:center; width:78.4000pt">
			150＜L≤200
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:51.8000pt">
			403
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			604
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:36.0000pt">
			845
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			1127
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			1348
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:39.0500pt">
			1550
			</td>
		</tr>
		<tr>
			<td style="height:12.7500pt; vertical-align:center; width:78.4000pt">
			200＜L≤250
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:51.8000pt">
			420
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			630
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:36.0000pt">
			882
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			1176
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			1407
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:39.0500pt">
			1617
			</td>
		</tr>
		<tr>
			<td style="height:12.7500pt; vertical-align:center; width:78.4000pt">
			250＜L≤300
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:51.8000pt">
			438
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			656
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:36.0000pt">
			919
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			1225
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:45.0000pt">
			1466
			</td>
			<td style="height:12.7500pt; vertical-align:center; width:39.0500pt">
			1684
			</td>
		</tr>
		<tr>
			<td style="height:12.7500pt; vertical-align:center; width:78.4000pt">
			     L＞300
			</td>
			<td colspan="7" style="height:12.7500pt; vertical-align:center; width:289.8500pt">
			每增加50m，按前一档收费基价乘以1.1的附加调整系数
			</td>
		</tr>
		<tr>
			<td colspan="8" style="height:12.7500pt; vertical-align:center; width:368.2500pt">
			标准断面为4m2，大于标准断面部分乘以0.6的附加调整系数，另行计算收费
			</td>
		</tr>
	</tbody>
</table>

取土、水、石试样实物工作收费基价表                     表3.3-3

<table align="center" border="1" cellspacing="0" class="Table" style="border-collapse:collapse; border:1pt outset windowtext">
	<tbody>
		<tr>
			<td rowspan="2" style="vertical-align:center; width:24.5000pt">
			序号
			</td>
			<td colspan="4" rowspan="2" style="vertical-align:center; width:241.6500pt">
			项          目
			</td>
			<td rowspan="2" style="vertical-align:center; width:34.8500pt">
			计费单位
			</td>
			<td colspan="2" style="vertical-align:center; width:115.8000pt">
			收费基价 （元）
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:53.4500pt">
			取样深度

≤30m
			</td>
			<td style="vertical-align:center; width:62.3500pt">
			取样深度

＞30m
			</td>
		</tr>
		<tr>
			<td rowspan="10" style="vertical-align:center; width:24.5000pt">
			1
			</td>
			<td rowspan="10" style="vertical-align:center; width:23.1000pt">
			取土
			</td>
			<td style="vertical-align:center; width:119.4500pt">
			锤击法厚壁取土器
			</td>
			<td rowspan="8" style="vertical-align:center; width:26.0500pt">
			试样规格
			</td>
			<td style="vertical-align:center; width:73.0500pt">
			ф=80～100mm

L=800mm
			</td>
			<td style="vertical-align:center; width:53.4500pt">
			310
			</td>
			<td style="vertical-align:center; width:62.3500pt">
			460
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:119.4500pt">
			水压固定活塞薄壁取土器
			</td>
			<td style="vertical-align:center; width:73.0500pt">
			ф=75mm

L=800mm
			</td>
			<td style="vertical-align:center; width:53.4500pt">
			420
			</td>
			<td style="vertical-align:center; width:62.3500pt">
			620
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:119.4500pt">
			固定活塞薄壁取土器
			</td>
			<td style="vertical-align:center; width:73.0500pt">
			ф=75mm

L=800mm
			</td>
			<td style="vertical-align:center; width:53.4500pt">
			360
			</td>
			<td style="vertical-align:center; width:62.3500pt">
			560
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:119.4500pt">
			束节式取土器
			</td>
			<td style="vertical-align:center; width:73.0500pt">
			ф=75mm

L=200mm
			</td>
			<td style="vertical-align:center; width:53.4500pt">
			150
			</td>
			<td style="vertical-align:center; width:62.3500pt">
			240
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:119.4500pt">
			黄土取土器
			</td>
			<td style="vertical-align:center; width:73.0500pt">
			ф=120mm

L=1250mm
			</td>
			<td style="vertical-align:center; width:53.4500pt">
			310
			</td>
			<td style="vertical-align:center; width:62.3500pt">
			460
			</td>
		</tr>
		<tr>
			<td colspan="3" style="vertical-align:top; width:218.5500pt">
			探井取土
			</td>
			<td style="vertical-align:center; width:53.4500pt">
			100
			</td>
			<td style="vertical-align:center; width:62.3500pt">
			150
			</td>
		</tr>
		<tr>
			<td colspan="3" style="vertical-align:top; width:218.5500pt">
			扰动取土
			</td>
			<td colspan="2" style="vertical-align:center; width:115.8000pt">
			 15
			</td>
		</tr>
		<tr>
			<td rowspan="2" style="vertical-align:center; width:24.5000pt">
			2
			</td>
			<td rowspan="2" style="vertical-align:center; width:23.1000pt">
			取石
			</td>
			<td colspan="3" style="vertical-align:center; width:218.5500pt">
			取岩芯样
			</td>
			<td colspan="2" style="vertical-align:center; width:115.8000pt">
			 25
			</td>
		</tr>
		<tr>
			<td colspan="3" style="vertical-align:center; width:218.5500pt">
			人工取样
			</td>
			<td colspan="2" style="vertical-align:center; width:115.8000pt">
			200
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:24.5000pt">
			3
			</td>
			<td colspan="4" style="vertical-align:center; width:241.6500pt">
			取水
			</td>
			<td colspan="2" style="vertical-align:center; width:115.8000pt">
			 40
			</td>
		</tr>
	</tbody>
</table>

原位测试实物工作收费基价表                        表3.3-4

<table align="center" border="1" cellspacing="0" class="Table" style="border-collapse:collapse; border:1pt outset windowtext">
	<tbody>
		<tr>
			<td rowspan="3" style="height:14.2500pt; vertical-align:center; width:23.9500pt">
			序号
			</td>
			<td colspan="3" style="height:14.2500pt; vertical-align:center; width:137.3500pt">
			项目
			</td>
			<td colspan="2" rowspan="3" style="height:14.2500pt; vertical-align:center; width:24.7000pt">
			计费单位
			</td>
			<td colspan="6" rowspan="2" style="height:14.2500pt; vertical-align:center; width:231.9000pt">
			收费基价 （元）
			</td>
		</tr>
		<tr>
			<td colspan="2" rowspan="2" style="height:15.6000pt; vertical-align:center; width:68.3000pt">
			测试项目
			</td>
			<td rowspan="2" style="height:15.6000pt; vertical-align:center; width:69.0500pt">
			测试深度

试验
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:69.0500pt">
			D≤20
			</td>
			<td colspan="2" rowspan="3" style="height:14.2500pt; vertical-align:center; width:24.7000pt">
			次
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			80
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			108
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			144
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			 
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			 
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			 
			</td>
		</tr>
		<tr>
			<td style="height:14.2500pt; vertical-align:center; width:69.0500pt">
			20＜D≤50
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			120
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			162
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			216
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			 
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			 
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			 
			</td>
		</tr>
		<tr>
			<td style="height:14.2500pt; vertical-align:center; width:69.0500pt">
			D＞50
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			144
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			194
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			259
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			 
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			 
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			 
			</td>
		</tr>
		<tr>
			<td rowspan="11" style="height:14.2500pt; vertical-align:center; width:23.9500pt">
			2
			</td>
			<td rowspan="11" style="height:14.2500pt; vertical-align:center; width:30.7500pt">
			圆锥动力触探试验
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:37.5500pt">
			轻型
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:69.0500pt">
			D≤10
			</td>
			<td colspan="2" rowspan="18" style="height:14.2500pt; vertical-align:center; width:24.7000pt">
			m
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			32
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			50
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			82
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			 
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			 
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			 
			</td>
		</tr>
		<tr>
			<td rowspan="5" style="height:14.2500pt; vertical-align:center; width:37.5500pt">
			重型
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:69.0500pt">
			D≤10
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			50
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			78
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			128
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			300
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			375
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			425
			</td>
		</tr>
		<tr>
			<td style="height:14.2500pt; vertical-align:center; width:69.0500pt">
			10＜D≤20
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			63
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			97
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			159
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			375
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			469
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			531
			</td>
		</tr>
		<tr>
			<td style="height:14.2500pt; vertical-align:center; width:69.0500pt">
			20＜D≤30
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			75
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			116
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			191
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			450
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			563
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			638
			</td>
		</tr>
		<tr>
			<td style="height:14.2500pt; vertical-align:center; width:69.0500pt">
			30＜D≤40
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			89
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			138
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			227
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			534
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			668
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			757
			</td>
		</tr>
		<tr>
			<td style="height:14.2500pt; vertical-align:center; width:69.0500pt">
			40＜D≤50
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			106
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			164
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			270
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			636
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			795
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			901
			</td>
		</tr>
		<tr>
			<td rowspan="5" style="height:14.2500pt; vertical-align:center; width:37.5500pt">
			超重型
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:69.0500pt">
			D≤10
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			 
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			 
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			140
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			330
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			413
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			468
			</td>
		</tr>
		<tr>
			<td style="height:14.2500pt; vertical-align:center; width:69.0500pt">
			10＜D≤20
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			 
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			 
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			175
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			413
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			516
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			584
			</td>
		</tr>
		<tr>
			<td style="height:14.2500pt; vertical-align:center; width:69.0500pt">
			20＜D≤30
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			 
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			 
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			210
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			495
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			619
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			701
			</td>
		</tr>
		<tr>
			<td style="height:14.2500pt; vertical-align:center; width:69.0500pt">
			30＜D≤40
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			 
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			 
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			249
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			587
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			734
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			832
			</td>
		</tr>
		<tr>
			<td style="height:14.2500pt; vertical-align:center; width:69.0500pt">
			40＜D≤50
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			 
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			 
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			297
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			700
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			875
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			991
			</td>
		</tr>
		<tr>
			<td rowspan="9" style="height:14.2500pt; vertical-align:center; width:23.9500pt">
			3
			</td>
			<td rowspan="9" style="height:14.2500pt; vertical-align:center; width:30.7500pt">
			静力触探试验
			</td>
			<td rowspan="7" style="height:14.2500pt; vertical-align:center; width:37.5500pt">
			单桥
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:69.0500pt">
			D≤10
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			34
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			49
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			 82
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			 
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			 
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			 
			</td>
		</tr>
		<tr>
			<td style="height:14.2500pt; vertical-align:center; width:69.0500pt">
			10＜D≤20
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			43
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			62
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			102
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			 
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			 
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			 
			</td>
		</tr>
		<tr>
			<td style="height:14.2500pt; vertical-align:center; width:69.0500pt">
			20＜D≤30
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			51
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			74
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			122
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			 
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			 
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			 
			</td>
		</tr>
		<tr>
			<td style="height:14.2500pt; vertical-align:center; width:69.0500pt">
			30＜D≤40
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			61
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			88
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			145
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			 
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			 
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			 
			</td>
		</tr>
		<tr>
			<td style="height:14.2500pt; vertical-align:center; width:69.0500pt">
			40＜D≤50
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			72
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			105
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			173
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			 
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			 
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			 
			</td>
		</tr>
		<tr>
			<td style="height:14.2500pt; vertical-align:center; width:69.0500pt">
			50＜D≤60
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			80
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			116
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			193
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			 
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			 
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			 
			</td>
		</tr>
		<tr>
			<td style="height:14.2500pt; vertical-align:center; width:69.0500pt">
			60＜D≤80
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			89
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			129
			</td>
			<td style="height:14.2500pt; vertical-align:top; width:38.6500pt">
			214
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			 
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			 
			</td>
			<td style="height:14.2500pt; vertical-align:center; width:38.6500pt">
			 
			</td>
		</tr>
		<tr>
			<td style="height:14.2500pt; vertical-align:center; width:37.5500pt">
			双桥
			</td>
			<td colspan="9" style="height:14.2500pt; vertical-align:center; width:325.6500pt">
			按单桥收费基价乘以1.15的附加调整系数
			</td>
		</tr>
		<tr>
			<td style="height:14.2500pt; vertical-align:center; width:37.5500pt">
			加测

孔压
			</td>
			<td colspan="9" style="height:14.2500pt; vertical-align:center; width:325.6500pt">
			按单桥或双桥收费基价乘以1.2的附加调整系数
			</td>
		</tr>
		<tr>
			<td rowspan="7" style="height:14.2500pt; vertical-align:center; width:23.9500pt">
			4
			</td>
			<td colspan="2" rowspan="7" style="height:14.2500pt; vertical-align:center; width:68.3000pt">
			扁铲侧胀

原位测试实物工作收费基价表                      续表3.3-4

单位
			</td>
			<td colspan="4" style="vertical-align:center; width:191.7000pt">
			收费基价（元）
			</td>
		</tr>
		<tr>
			<td rowspan="7" style="vertical-align:center; width:26.3000pt">
			6
			</td>
			<td rowspan="7" style="vertical-align:center; width:31.3500pt">
			旁压

层平板

面  积

0.1～1（ m2）
			</td>
			<td colspan="4" style="vertical-align:center; width:93.6500pt">
			加荷最大值（kN）
			</td>
			<td colspan="2" style="vertical-align:center; width:92.5000pt">
			水位以上
			</td>
			<td colspan="2" style="vertical-align:center; width:99.2000pt">
			水位以下
			</td>
		</tr>
		<tr>
			<td colspan="4" style="vertical-align:center; width:93.6500pt">
			≤100
			</td>
			<td colspan="2" style="vertical-align:center; width:92.5000pt">
			  2790
			</td>
			<td colspan="2" style="vertical-align:center; width:99.2000pt">
			3060
			</td>
		</tr>
		<tr>
			<td colspan="4" style="vertical-align:center; width:93.6500pt">
			200
			</td>
			<td colspan="2" style="vertical-align:center; width:92.5000pt">
			  3690
			</td>
			<td colspan="2" style="vertical-align:center; width:99.2000pt">
			4060
			</td>
		</tr>
		<tr>
			<td colspan="4" style="vertical-align:center; width:93.6500pt">
			300
			</td>
			<td colspan="2" style="vertical-align:center; width:92.5000pt">
			  4590
			</td>
			<td colspan="2" style="vertical-align:center; width:99.2000pt">
			5050
			</td>
		</tr>
		<tr>
			<td colspan="4" style="vertical-align:center; width:93.6500pt">
			400
			</td>
			<td colspan="2" style="vertical-align:center; width:92.5000pt">
			  5490
			</td>
			<td colspan="2" style="vertical-align:center; width:99.2000pt">
			6040
			</td>
		</tr>
		<tr>
			<td colspan="4" style="vertical-align:center; width:93.6500pt">
			500
			</td>
			<td colspan="2" style="vertical-align:center; width:92.5000pt">
			  6400
			</td>
			<td colspan="2" style="vertical-align:center; width:99.2000pt">
			7040
			</td>
		</tr>
		<tr>
			<td colspan="4" style="vertical-align:center; width:93.6500pt">
			＞500
			</td>
			<td colspan="4" style="vertical-align:center; width:191.7000pt">
			见表4.2-1中序号1
			</td>
		</tr>
		<tr>
			<td colspan="9" style="vertical-align:center; width:318.1500pt">
			试坑开挖、加荷体吊装运输费另计
			</td>
		</tr>
		<tr>
			<td rowspan="5" style="vertical-align:center; width:26.3000pt">
			8
			</td>
			<td rowspan="5" style="vertical-align:center; width:31.3500pt">
			土体

现场

直剪

变形

强度

原位

应力

测试
			</td>
			<td colspan="5" style="vertical-align:center; width:128.8500pt">
			方法
			</td>
			<td colspan="2" rowspan="3" style="vertical-align:center; width:43.9500pt">
			孔
			</td>
			<td colspan="2" style="vertical-align:center; width:92.5000pt">
			原位应力测试
			</td>
			<td colspan="2" style="vertical-align:center; width:99.2000pt">
			三轴交汇测应力
			</td>
		</tr>
		<tr>
			<td colspan="5" style="vertical-align:center; width:128.8500pt">
			孔径变形法/孔底应变法
			</td>
			<td colspan="2" style="vertical-align:center; width:92.5000pt">
			29250
			</td>
			<td colspan="2" style="vertical-align:center; width:99.2000pt">
			58500
			</td>
		</tr>
		<tr>
			<td colspan="5" style="vertical-align:center; width:128.8500pt">
			孔壁应变法
			</td>
			<td colspan="4" style="vertical-align:center; width:191.7000pt">
			35100
			</td>
		</tr>
		<tr>
			<td rowspan="4" style="vertical-align:center; width:26.3000pt">
			12
			</td>
			<td rowspan="4" style="vertical-align:center; width:31.3500pt">
			压水

注水

岩土工程勘探与原位测试实物工作收费附加调整系数表             表 3.3-5

系数
			</td>
			<td style="vertical-align:top; width:78.7500pt">
			备注
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:27.0000pt">
			1
			</td>
			<td style="vertical-align:center; width:98.2500pt">
			钻孔
			</td>
			<td colspan="4" style="vertical-align:center; width:144.0000pt">
			跟管钻进、泥浆护壁、基岩无水干钻钻探、基岩破碎带钻进取芯
			</td>
			<td style="vertical-align:center; width:68.2500pt">
			1.5
			</td>
			<td rowspan="3" style="vertical-align:center; width:78.7500pt">
			 
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:27.0000pt">
			2
			</td>
			<td style="vertical-align:center; width:98.2500pt">
			钻孔
			</td>
			<td colspan="4" style="vertical-align:center; width:144.0000pt">
			水平孔、斜孔钻探
			</td>
			<td style="vertical-align:center; width:68.2500pt">
			2.0
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:27.0000pt">
			3
			</td>
			<td style="vertical-align:center; width:98.2500pt">
			钻孔
			</td>
			<td colspan="4" style="vertical-align:center; width:144.0000pt">
			坑道内作业
			</td>
			<td style="vertical-align:center; width:68.2500pt">
			1.3
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:27.0000pt">
			4
			</td>
			<td style="vertical-align:center; width:98.2500pt">
			 勘探、取样、

河
			</td>
			<td rowspan="3" style="vertical-align:center; width:35.2500pt">
			水深

D(m) 
			</td>
			<td style="vertical-align:center; width:58.5000pt">
			D≤10
			</td>
			<td style="vertical-align:center; width:68.2500pt">
			2.0
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:58.5000pt">
			10＜D≤ 20
			</td>
			<td style="vertical-align:center; width:68.2500pt">
			2.5
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:58.5000pt">
			D＞20
			</td>
			<td style="vertical-align:center; width:68.2500pt">
			3.0
			</td>
		</tr>
		<tr>
			<td colspan="3" style="vertical-align:center; width:122.2500pt">
			塘、沼泽地
			</td>
			<td style="vertical-align:center; width:68.2500pt">
			1.5
			</td>
		</tr>
		<tr>
			<td colspan="3" style="vertical-align:center; width:122.2500pt">
			积水区（含水稻田）
			</td>
			<td style="vertical-align:center; width:68.2500pt">
			1.2
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:27.0000pt">
			6
			</td>
			<td style="vertical-align:center; width:98.2500pt">
			钻孔、取样
			</td>
			<td colspan="4" style="vertical-align:center; width:144.0000pt">
			夜间作业
			</td>
			<td style="vertical-align:center; width:68.2500pt">
			1.2
			</td>
			<td style="vertical-align:center; width:78.7500pt">
			原位测试仅限于表3.3-4中序号1～6
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:27.0000pt">
			7
			</td>
			<td style="vertical-align:center; width:98.2500pt">
			 勘探、取样、

原位测试
			</td>
			<td colspan="4" style="vertical-align:center; width:144.0000pt">
			岩溶、洞穴、泥石流、滑坡、沙漠、山前洪积裙等复杂场地
			</td>
			<td style="vertical-align:center; width:68.2500pt">
			1.1～1.3
			</td>
			<td style="vertical-align:center; width:78.7500pt">
			 
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:27.0000pt">
			8
			</td>
			<td colspan="7" style="vertical-align:center; width:389.2500pt">
			原位测试、工程物探的勘探费用另计
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:27.0000pt">
			9
			</td>
			<td colspan="7" style="vertical-align:center; width:389.2500pt">
			小型岩土工程＜3个台班，按3个台班计算收费
			</td>
		</tr>
	</tbody>
</table>

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工程勘察设计收费标准( 岩土工程地质测绘费取费部分)|计价格[2002]10号

文号：计价格[2002]10号

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