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工程勘察设计收费标准(水文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号中有关水文地质测绘费的部分内容

(下载的标准含文号全部内容)

5 水文地质勘察

5.1 技术工作

技术工作费收费比例表                            表5.1-1

<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:33.0000pt">
			序号
			</td>
			<td rowspan="2" style="vertical-align:center; width:92.2500pt">
			项目
			</td>
			<td colspan="3" style="vertical-align:center; width:287.2500pt">
			技术工作费收费比例 (％)
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:83.2500pt">
			简单
			</td>
			<td style="vertical-align:center; width:89.2500pt">
			中等
			</td>
			<td style="vertical-align:center; width:114.7500pt">
			复杂
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:33.0000pt">
			1
			</td>
			<td style="vertical-align:center; width:92.2500pt">
			供水井凿井
			</td>
			<td style="vertical-align:center; width:83.2500pt">
			15
			</td>
			<td style="vertical-align:center; width:89.2500pt">
			18
			</td>
			<td style="vertical-align:center; width:114.7500pt">
			20
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:33.0000pt">
			2
			</td>
			<td style="vertical-align:center; width:92.2500pt">
			其他水文地质勘察
			</td>
			<td style="vertical-align:center; width:83.2500pt">
			27
			</td>
			<td style="vertical-align:center; width:89.2500pt">
			30
			</td>
			<td style="vertical-align:center; width:114.7500pt">
			33
			</td>
		</tr>
	</tbody>
</table>

注：1.表5.1-1、5.2-1、5.3-1中复杂程度分类见国标《供水水文地质勘察规范》；

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原实物工作收费额。

5.2 水文地质测绘

水文地质测绘实物工作收费基价表                      表5.2-1

单位
			</td>
			<td colspan="3" style="vertical-align:center; width:173.9000pt">
			收费基价 (元)
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:57.7000pt">
			简单
			</td>
			<td style="vertical-align:center; width:62.9500pt">
			中等
			</td>
			<td style="vertical-align:center; width:53.2500pt">
			复杂
			</td>
		</tr>
		<tr>
			<td rowspan="4" style="vertical-align:center; width:29.9500pt">
			1
			</td>
			<td rowspan="4" style="vertical-align:center; width:90.7000pt">
			水文地质测绘
			</td>
			<td rowspan="8" style="vertical-align:center; width:24.7500pt">
			成图比例尺
			</td>
			<td style="vertical-align:center; width:57.0000pt">
			1：5000
			</td>
			<td rowspan="8" style="vertical-align:center; width:40.5000pt">
			km2 
			</td>
			<td style="vertical-align:center; width:57.7000pt">
			1257
			</td>
			<td style="vertical-align:center; width:62.9500pt">
			1796
			</td>
			<td style="vertical-align:center; width:53.2500pt">
			2694
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:57.0000pt">
			1：10000
			</td>
			<td style="vertical-align:center; width:57.7000pt">
			629
			</td>
			<td style="vertical-align:center; width:62.9500pt">
			898
			</td>
			<td style="vertical-align:center; width:53.2500pt">
			1347
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:57.0000pt">
			1：25000
			</td>
			<td style="vertical-align:center; width:57.7000pt">
			314
			</td>
			<td style="vertical-align:center; width:62.9500pt">
			449
			</td>
			<td style="vertical-align:center; width:53.2500pt">
			673
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:57.0000pt">
			1：50000
			</td>
			<td style="vertical-align:center; width:57.7000pt">
			157
			</td>
			<td style="vertical-align:center; width:62.9500pt">
			225
			</td>
			<td style="vertical-align:center; width:53.2500pt">
			337
			</td>
		</tr>
		<tr>
			<td rowspan="4" style="vertical-align:center; width:29.9500pt">
			2
			</td>
			<td rowspan="4" style="vertical-align:center; width:90.7000pt">
			水文地质调查、遥感判释现场调查测绘
			</td>
			<td style="vertical-align:center; width:57.0000pt">
			1：5000
			</td>
			<td style="vertical-align:center; width:57.7000pt">
			377
			</td>
			<td style="vertical-align:center; width:62.9500pt">
			539
			</td>
			<td style="vertical-align:center; width:53.2500pt">
			808
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:57.0000pt">
			1：10000
			</td>
			<td style="vertical-align:center; width:57.7000pt">
			189
			</td>
			<td style="vertical-align:center; width:62.9500pt">
			269
			</td>
			<td style="vertical-align:center; width:53.2500pt">
			404
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:57.0000pt">
			1：25000
			</td>
			<td style="vertical-align:center; width:57.7000pt">
			94
			</td>
			<td style="vertical-align:center; width:62.9500pt">
			135
			</td>
			<td style="vertical-align:center; width:53.2500pt">
			202
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:57.0000pt">
			1：50000
			</td>
			<td style="vertical-align:center; width:57.7000pt">
			47
			</td>
			<td style="vertical-align:center; width:62.9500pt">
			 68
			</td>
			<td style="vertical-align:center; width:53.2500pt">
			101
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:29.9500pt">
			3
			</td>
			<td colspan="7" style="vertical-align:center; width:386.8500pt">
			水文地质测绘与地质测绘同时进行时，附加调整系数为1.5
			</td>
		</tr>
	</tbody>
</table>

5.3 模拟计算、遥感判释

模拟计算实物工作收费基价表                       表5.3-1

单位
			</td>
			<td colspan="3" style="vertical-align:center; width:160.5000pt">
			收费基价 (元)
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:56.7500pt">
			简单
			</td>
			<td style="vertical-align:center; width:52.2500pt">
			中等
			</td>
			<td style="vertical-align:center; width:51.5000pt">
			复杂
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:26.1000pt">
			1
			</td>
			<td colspan="2" style="vertical-align:center; width:189.8500pt">
			电网络模拟计算
			</td>
			<td rowspan="6" style="vertical-align:center; width:40.3500pt">
			km2 
			</td>
			<td style="vertical-align:center; width:56.7500pt">
			 760
			</td>
			<td style="vertical-align:center; width:52.2500pt">
			1080
			</td>
			<td style="vertical-align:center; width:51.5000pt">
			1400
			</td>
		</tr>
		<tr>
			<td rowspan="5" style="vertical-align:center; width:26.1000pt">
			2
			</td>
			<td rowspan="5" style="vertical-align:center; width:73.0000pt">
			数值模拟计算
			</td>
			<td style="vertical-align:center; width:116.8500pt">
			二维流水量模型
			</td>
			<td style="vertical-align:center; width:56.7500pt">
			 608
			</td>
			<td style="vertical-align:center; width:52.2500pt">
			 864
			</td>
			<td style="vertical-align:center; width:51.5000pt">
			1120
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:116.8500pt">
			二维流水质模型
			</td>
			<td style="vertical-align:center; width:56.7500pt">
			 730
			</td>
			<td style="vertical-align:center; width:52.2500pt">
			1037
			</td>
			<td style="vertical-align:center; width:51.5000pt">
			1344
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:116.8500pt">
			三维流水量模型
			</td>
			<td style="vertical-align:center; width:56.7500pt">
			1094
			</td>
			<td style="vertical-align:center; width:52.2500pt">
			1555
			</td>
			<td style="vertical-align:center; width:51.5000pt">
			2016
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:116.8500pt">
			三维流水质模型
			</td>
			<td style="vertical-align:center; width:56.7500pt">
			1216
			</td>
			<td style="vertical-align:center; width:52.2500pt">
			1728
			</td>
			<td style="vertical-align:center; width:51.5000pt">
			2240
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:116.8500pt">
			水资源管理与规划模型
			</td>
			<td style="vertical-align:center; width:56.7500pt">
			 912
			</td>
			<td style="vertical-align:center; width:52.2500pt">
			1296
			</td>
			<td style="vertical-align:center; width:51.5000pt">
			1680
			</td>
		</tr>
	</tbody>
</table>

遥感判释实物工作收费基价表                       表5.3-2

<table align="center" border="1" cellspacing="0" class="Table" style="border-collapse:collapse; border:1pt outset windowtext">
	<tbody>
		<tr>
			<td colspan="3" rowspan="2" style="vertical-align:center; width:120.8000pt">
			项目
			</td>
			<td rowspan="2" style="vertical-align:center; width:61.6500pt">
			计费单位
			</td>
			<td colspan="3" style="vertical-align:center; width:161.4000pt">
			收费基价 (元) 
			</td>
			<td rowspan="2" style="vertical-align:center; width:72.9500pt">
			备注
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:57.2500pt">
			简单
			</td>
			<td style="vertical-align:center; width:52.0500pt">
			中等
			</td>
			<td style="vertical-align:center; width:52.1000pt">
			复杂
			</td>
		</tr>
		<tr>
			<td rowspan="7" style="vertical-align:center; width:40.1500pt">
			航卫片

判释
			</td>
			<td rowspan="7" style="vertical-align:center; width:32.6000pt">
			成图比例尺
			</td>
			<td style="vertical-align:center; width:48.0500pt">
			1:5000
			</td>
			<td rowspan="7" style="vertical-align:center; width:61.6500pt">
			像对
			</td>
			<td style="vertical-align:center; width:57.2500pt">
			768
			</td>
			<td style="vertical-align:center; width:52.0500pt">
			960
			</td>
			<td style="vertical-align:center; width:52.1000pt">
			1152
			</td>
			<td rowspan="7" style="vertical-align:center; width:72.9500pt">
			复杂程度分类见表2.2-1

</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:48.0500pt">
			1:10000
			</td>
			<td style="vertical-align:center; width:57.2500pt">
			640
			</td>
			<td style="vertical-align:center; width:52.0500pt">
			800
			</td>
			<td style="vertical-align:center; width:52.1000pt">
			960
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:48.0500pt">
			1:25000
			</td>
			<td style="vertical-align:center; width:57.2500pt">
			512
			</td>
			<td style="vertical-align:center; width:52.0500pt">
			640
			</td>
			<td style="vertical-align:center; width:52.1000pt">
			768
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:48.0500pt">
			1:50000
			</td>
			<td style="vertical-align:center; width:57.2500pt">
			384
			</td>
			<td style="vertical-align:center; width:52.0500pt">
			480
			</td>
			<td style="vertical-align:center; width:52.1000pt">
			576
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:48.0500pt">
			1:100000
			</td>
			<td style="vertical-align:center; width:57.2500pt">
			320
			</td>
			<td style="vertical-align:center; width:52.0500pt">
			400
			</td>
			<td style="vertical-align:center; width:52.1000pt">
			480
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:48.0500pt">
			1:250000
			</td>
			<td style="vertical-align:center; width:57.2500pt">
			256
			</td>
			<td style="vertical-align:center; width:52.0500pt">
			320
			</td>
			<td style="vertical-align:center; width:52.1000pt">
			384
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:48.0500pt">
			1:500000
			</td>
			<td style="vertical-align:center; width:57.2500pt">
			192
			</td>
			<td style="vertical-align:center; width:52.0500pt">
			240
			</td>
			<td style="vertical-align:center; width:52.1000pt">
			288
			</td>
		</tr>
	</tbody>
</table>

5.4  水文地质钻探

水文地质钻探实物工作收费基价按所钻探地层分层计算，计算公式如下：

水文地质钻探实物工作收费基价=130元/（米）×自然进尺（米）×岩土类别系数×孔深系数×孔径系数

水文地质钻探复杂程度表                            表5.4-1

注：土的分类见国标《供水水文地质勘察规范》，岩石的分类和鉴定见国标《岩土工程勘察规范》。

水文地质钻探岩土类别系数表            表5.4-2

水文地质钻探孔深、孔径系数表                      表5.4-3

孔

深

度

D

孔

径

Φ

(mm)
			</td>
			<td style="vertical-align:center; width:100.5000pt">
			松散地层
			</td>
			<td style="vertical-align:center; width:114.0000pt">
			岩石地层
			</td>
			<td style="vertical-align:center; width:127.5000pt">
			孔径系数
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:100.5000pt">
			Φ≤350
			</td>
			<td style="vertical-align:center; width:114.0000pt">
			Φ≤150
			</td>
			<td style="vertical-align:center; width:127.5000pt">
			0.9
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:100.5000pt">
			350＜Φ≤400
			</td>
			<td style="vertical-align:center; width:114.0000pt">
			150＜Φ≤200
			</td>
			<td style="vertical-align:center; width:127.5000pt">
			1.0
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:100.5000pt">
			400＜Φ≤450
			</td>
			<td style="vertical-align:center; width:114.0000pt">
			200＜Φ≤250
			</td>
			<td style="vertical-align:center; width:127.5000pt">
			1.1
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:100.5000pt">
			450＜Φ≤500
			</td>
			<td style="vertical-align:center; width:114.0000pt">
			250＜Φ≤300
			</td>
			<td style="vertical-align:center; width:127.5000pt">
			1.3
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:100.5000pt">
			500＜Φ≤550
			</td>
			<td style="vertical-align:center; width:114.0000pt">
			300＜Φ≤350
			</td>
			<td style="vertical-align:center; width:127.5000pt">
			1.4
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:100.5000pt">
			550＜Φ≤600
			</td>
			<td style="vertical-align:center; width:114.0000pt">
			350＜Φ≤400
			</td>
			<td style="vertical-align:center; width:127.5000pt">
			1.6
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:100.5000pt">
			600＜Φ≤650
			</td>
			<td style="vertical-align:center; width:114.0000pt">
			400＜Φ≤450
			</td>
			<td style="vertical-align:center; width:127.5000pt">
			1.8
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:100.5000pt">
			650＜Φ≤700
			</td>
			<td style="vertical-align:center; width:114.0000pt">
			450＜Φ≤500
			</td>
			<td style="vertical-align:center; width:127.5000pt">
			2.0
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:100.5000pt">
			700＜Φ≤750
			</td>
			<td style="vertical-align:center; width:114.0000pt">
			500＜Φ≤550
			</td>
			<td style="vertical-align:center; width:127.5000pt">
			2.3
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:100.5000pt">
			750＜Φ≤800
			</td>
			<td style="vertical-align:center; width:114.0000pt">
			550＜Φ≤600
			</td>
			<td style="vertical-align:center; width:127.5000pt">
			2.6
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:100.5000pt">
			800＜Φ≤850
			</td>
			<td style="vertical-align:center; width:114.0000pt">
			600＜Φ≤650
			</td>
			<td style="vertical-align:center; width:127.5000pt">
			3.1
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:100.5000pt">
			850＜Φ≤900
			</td>
			<td style="vertical-align:center; width:114.0000pt">
			650＜Φ≤700
			</td>
			<td style="vertical-align:center; width:127.5000pt">
			3.9
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:100.5000pt">
			 Φ＞900
			</td>
			<td style="vertical-align:center; width:114.0000pt">
			 Φ＞700
			</td>
			<td style="vertical-align:center; width:127.5000pt">
			协商确定
			</td>
		</tr>
	</tbody>
</table>

5.5  现场测试与取样

现场测试与取样实物工作收费基价表                    表5.5-1

<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:33.0000pt">
			序号
			</td>
			<td colspan="3" style="vertical-align:center; width:219.0000pt">
			项目
			</td>
			<td style="vertical-align:center; width:53.2500pt">
			计费单位
			</td>
			<td style="vertical-align:center; width:108.7500pt">
			收费基价 (元)
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:33.0000pt">
			1
			</td>
			<td colspan="3" style="vertical-align:center; width:219.0000pt">
			抽水试验
			</td>
			<td rowspan="3" style="vertical-align:center; width:53.2500pt">
			台班
			</td>
			<td style="vertical-align:center; width:108.7500pt">
			 840
			</td>
		</tr>
		<tr>
			<td rowspan="3" style="vertical-align:center; width:33.0000pt">
			2
			</td>
			<td rowspan="3" style="vertical-align:center; width:101.2500pt">
			放射性同位素测试
			</td>
			<td colspan="2" style="vertical-align:center; width:117.7500pt">
			单井稀释法
			</td>
			<td style="vertical-align:center; width:108.7500pt">
			 510
			</td>
		</tr>
		<tr>
			<td colspan="2" style="vertical-align:center; width:117.7500pt">
			多井法
			</td>
			<td style="vertical-align:center; width:108.7500pt">
			 840
			</td>
		</tr>
		<tr>
			<td colspan="4" style="vertical-align:center; width:279.7500pt">
			放射性同位素测试原料的购置费、运输费另计
			</td>
		</tr>
		<tr>
			<td rowspan="3" style="vertical-align:center; width:33.0000pt">
			3
			</td>
			<td rowspan="3" style="vertical-align:center; width:101.2500pt">
			弥散试验
			</td>
			<td colspan="2" style="vertical-align:center; width:117.7500pt">
			单井法
			</td>
			<td rowspan="2" style="vertical-align:center; width:53.2500pt">
			台班
			</td>
			<td style="vertical-align:center; width:108.7500pt">
			 840
			</td>
		</tr>
		<tr>
			<td colspan="2" style="vertical-align:center; width:117.7500pt">
			多井法
			</td>
			<td style="vertical-align:center; width:108.7500pt">
			1180
			</td>
		</tr>
		<tr>
			<td colspan="4" style="vertical-align:center; width:279.7500pt">
			示踪剂的化学分析费另计
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:33.0000pt">
			4
			</td>
			<td style="vertical-align:center; width:101.2500pt">
			渗水试验
			</td>
			<td colspan="2" style="vertical-align:center; width:117.7500pt">
			自然方式
			</td>
			<td rowspan="4" style="vertical-align:center; width:53.2500pt">
			台班
			</td>
			<td style="vertical-align:center; width:108.7500pt">
			340
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:33.0000pt">
			5
			</td>
			<td style="vertical-align:center; width:101.2500pt">
			测流速流量
			</td>
			<td colspan="2" style="vertical-align:center; width:117.7500pt">
			井内测试
			</td>
			<td style="vertical-align:center; width:108.7500pt">
			340
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:33.0000pt">
			6
			</td>
			<td style="vertical-align:center; width:101.2500pt">
			连通试验
			</td>
			<td colspan="2" style="vertical-align:center; width:117.7500pt">
			井内测试
			</td>
			<td style="vertical-align:center; width:108.7500pt">
			420
			</td>
		</tr>
		<tr>
			<td rowspan="5" style="vertical-align:center; width:33.0000pt">
			7
			</td>
			<td rowspan="5" style="vertical-align:center; width:101.2500pt">
			地下水位（温）观测
			</td>
			<td colspan="2" style="vertical-align:center; width:117.7500pt">
			试验观测孔
			</td>
			<td style="vertical-align:center; width:108.7500pt">
			170
			</td>
		</tr>
		<tr>
			<td rowspan="3" style="vertical-align:center; width:49.5000pt">
			动态观测距离L

（km）
			</td>
			<td style="vertical-align:center; width:68.2500pt">
			L≤5
			</td>
			<td rowspan="3" style="vertical-align:center; width:53.2500pt">
			次
			</td>
			<td style="vertical-align:center; width:108.7500pt">
			 20
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:68.2500pt">
			5＜L≤10
			</td>
			<td style="vertical-align:center; width:108.7500pt">
			 40
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:68.2500pt">
			L＞10
			</td>
			<td style="vertical-align:center; width:108.7500pt">
			 50
			</td>
		</tr>
		<tr>
			<td colspan="4" style="vertical-align:center; width:279.7500pt">
			地下水位、水温同时观测时，附加调整系数为1.3
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:33.0000pt">
			8
			</td>
			<td style="vertical-align:center; width:101.2500pt">
			取试样
			</td>
			<td colspan="4" style="vertical-align:center; width:279.7500pt">
			取土、石、水试样收费基价见表3.3-3
			</td>
		</tr>
	</tbody>
</table>

5.6  洗井、固井与旧井处理

洗井与固井实物工作收费基价表                     表5.6-1

(m)
			</td>
			<td style="vertical-align:center; width:93.9000pt">
			D≤300
			</td>
			<td rowspan="6" style="vertical-align:center; width:54.0000pt">
			次
			</td>
			<td style="vertical-align:center; width:72.2500pt">
			 6800
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:93.9000pt">
			300＜D≤1000
			</td>
			<td style="vertical-align:center; width:72.2500pt">
			10200
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:93.9000pt">
			1000＜D≤2000
			</td>
			<td style="vertical-align:center; width:72.2500pt">
			13600
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:93.9000pt">
			 D＞2000
			</td>
			<td style="vertical-align:center; width:72.2500pt">
			20400
			</td>
		</tr>
		<tr>
			<td rowspan="2" style="vertical-align:center; width:66.9000pt">
			二氧化碳洗井
			</td>
			<td style="vertical-align:center; width:93.9000pt">
			D≤300
			</td>
			<td style="vertical-align:center; width:72.2500pt">
			 3400
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:93.9000pt">
			D＞300
			</td>
			<td style="vertical-align:center; width:72.2500pt">
			 5100
			</td>
		</tr>
		<tr>
			<td rowspan="3" style="vertical-align:center; width:66.9000pt">
			钢丝刷洗井
			</td>
			<td style="vertical-align:center; width:93.9000pt">
			D≤100
			</td>
			<td rowspan="3" style="vertical-align:center; width:54.0000pt">
			M
			</td>
			<td style="vertical-align:center; width:72.2500pt">
			   30
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:93.9000pt">
			100＜D≤200
			</td>
			<td style="vertical-align:center; width:72.2500pt">
			   40
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:93.9000pt">
			D＞200
			</td>
			<td style="vertical-align:center; width:72.2500pt">
			   50
			</td>
		</tr>
		<tr>
			<td rowspan="4" style="vertical-align:center; width:35.0000pt">
			2
			</td>
			<td colspan="2" rowspan="4" style="vertical-align:center; width:109.8500pt">
			固井
			</td>
			<td style="vertical-align:center; width:93.9000pt">
			 D≤200
			</td>
			<td rowspan="4" style="vertical-align:center; width:54.0000pt">
			次
			</td>
			<td style="vertical-align:center; width:72.2500pt">
			20000
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:93.9000pt">
			200＜D≤1000
			</td>
			<td style="vertical-align:center; width:72.2500pt">
			30000
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:93.9000pt">
			1000＜D≤1500
			</td>
			<td style="vertical-align:center; width:72.2500pt">
			40000
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:93.9000pt">
			   D＞1500
			</td>
			<td style="vertical-align:center; width:72.2500pt">
			50000
			</td>
		</tr>
	</tbody>
</table>

旧井处理实物工作收费基价表                       表5.6-2

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