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工程勘察設計收費標準(水文地質測繪費取費部分)|計價格[2002]10號

文號：計價格[2002]10號

工程勘察設計收費標準

國家計委、建設部關于發布

《工程勘察設計收費管理規定》的通知

二00一年一月七日        計價格[2002]10號

計價格[2002]10號中有關水文地質測繪費的部分內容

(下載的標準含文號全部內容)

5 水文地質勘察

5.1 技術工作

技術工作費收費比例表                            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">
			序號
			</td>
			<td rowspan="2" style="vertical-align:center; width:92.2500pt">
			項目
			</td>
			<td colspan="3" style="vertical-align:center; width:287.2500pt">
			技術工作費收費比例 (％)
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:83.2500pt">
			簡單
			</td>
			<td style="vertical-align:center; width:89.2500pt">
			中等
			</td>
			<td style="vertical-align:center; width:114.7500pt">
			復雜
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:33.0000pt">
			1
			</td>
			<td style="vertical-align:center; width:92.2500pt">
			供水井鑿井
			</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">
			其他水文地質勘察
			</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中復雜程度分類見國標《供水水文地質勘察規范》；

2.利用已有勘察資料提出勘察報告的只收取技術工作費，技術工作費的計費基數為所利用勘察資料原實物工作收費額。

5.2 水文地質測繪

水文地質測繪實物工作收費基價表                      表5.2-1

單位
			</td>
			<td colspan="3" style="vertical-align:center; width:173.9000pt">
			收費基價 (元)
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:57.7000pt">
			簡單
			</td>
			<td style="vertical-align:center; width:62.9500pt">
			中等
			</td>
			<td style="vertical-align:center; width:53.2500pt">
			復雜
			</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">
			水文地質測繪
			</td>
			<td rowspan="8" style="vertical-align:center; width:24.7500pt">
			成圖比例尺
			</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">
			水文地質調查、遙感判釋現場調查測繪
			</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">
			水文地質測繪與地質測繪同時進行時，附加調整系數為1.5
			</td>
		</tr>
	</tbody>
</table>

5.3 模擬計算、遙感判釋

模擬計算實物工作收費基價表                       表5.3-1

單位
			</td>
			<td colspan="3" style="vertical-align:center; width:160.5000pt">
			收費基價 (元)
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:56.7500pt">
			簡單
			</td>
			<td style="vertical-align:center; width:52.2500pt">
			中等
			</td>
			<td style="vertical-align:center; width:51.5000pt">
			復雜
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:26.1000pt">
			1
			</td>
			<td colspan="2" style="vertical-align:center; width:189.8500pt">
			電網絡模擬計算
			</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">
			數值模擬計算
			</td>
			<td style="vertical-align:center; width:116.8500pt">
			二維流水量模型
			</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">
			二維流水質模型
			</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">
			三維流水量模型
			</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">
			三維流水質模型
			</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">
			水資源管理與規劃模型
			</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>

遙感判釋實物工作收費基價表                       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">
			項目
			</td>
			<td rowspan="2" style="vertical-align:center; width:61.6500pt">
			計費單位
			</td>
			<td colspan="3" style="vertical-align:center; width:161.4000pt">
			收費基價 (元) 
			</td>
			<td rowspan="2" style="vertical-align:center; width:72.9500pt">
			備注
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:57.2500pt">
			簡單
			</td>
			<td style="vertical-align:center; width:52.0500pt">
			中等
			</td>
			<td style="vertical-align:center; width:52.1000pt">
			復雜
			</td>
		</tr>
		<tr>
			<td rowspan="7" style="vertical-align:center; width:40.1500pt">
			航衛片

判釋
			</td>
			<td rowspan="7" style="vertical-align:center; width:32.6000pt">
			成圖比例尺
			</td>
			<td style="vertical-align:center; width:48.0500pt">
			1:5000
			</td>
			<td rowspan="7" style="vertical-align:center; width:61.6500pt">
			像對
			</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">
			復雜程度分類見表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  水文地質鉆探

水文地質鉆探實物工作收費基價按所鉆探地層分層計算，計算公式如下：

水文地質鉆探實物工作收費基價=130元/（米）×自然進尺（米）×巖土類別系數×孔深系數×孔徑系數

水文地質鉆探復雜程度表                            表5.4-1

注：土的分類見國標《供水水文地質勘察規范》，巖石的分類和鑒定見國標《巖土工程勘察規范》。

水文地質鉆探巖土類別系數表            表5.4-2

水文地質鉆探孔深、孔徑系數表                      表5.4-3

孔

深

度

D

孔

徑

Φ

(mm)
			</td>
			<td style="vertical-align:center; width:100.5000pt">
			松散地層
			</td>
			<td style="vertical-align:center; width:114.0000pt">
			巖石地層
			</td>
			<td style="vertical-align:center; width:127.5000pt">
			孔徑系數
			</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">
			協商確定
			</td>
		</tr>
	</tbody>
</table>

5.5  現場測試與取樣

現場測試與取樣實物工作收費基價表                    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">
			序號
			</td>
			<td colspan="3" style="vertical-align:center; width:219.0000pt">
			項目
			</td>
			<td style="vertical-align:center; width:53.2500pt">
			計費單位
			</td>
			<td style="vertical-align:center; width:108.7500pt">
			收費基價 (元)
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:33.0000pt">
			1
			</td>
			<td colspan="3" style="vertical-align:center; width:219.0000pt">
			抽水試驗
			</td>
			<td rowspan="3" style="vertical-align:center; width:53.2500pt">
			臺班
			</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">
			放射性同位素測試
			</td>
			<td colspan="2" style="vertical-align:center; width:117.7500pt">
			單井稀釋法
			</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">
			放射性同位素測試原料的購置費、運輸費另計
			</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">
			彌散試驗
			</td>
			<td colspan="2" style="vertical-align:center; width:117.7500pt">
			單井法
			</td>
			<td rowspan="2" style="vertical-align:center; width:53.2500pt">
			臺班
			</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">
			示蹤劑的化學分析費另計
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:33.0000pt">
			4
			</td>
			<td style="vertical-align:center; width:101.2500pt">
			滲水試驗
			</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">
			臺班
			</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">
			測流速流量
			</td>
			<td colspan="2" style="vertical-align:center; width:117.7500pt">
			井內測試
			</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">
			連通試驗
			</td>
			<td colspan="2" style="vertical-align:center; width:117.7500pt">
			井內測試
			</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（溫）觀測
			</td>
			<td colspan="2" style="vertical-align:center; width:117.7500pt">
			試驗觀測孔
			</td>
			<td style="vertical-align:center; width:108.7500pt">
			170
			</td>
		</tr>
		<tr>
			<td rowspan="3" style="vertical-align:center; width:49.5000pt">
			動態觀測距離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、水溫同時觀測時，附加調整系數為1.3
			</td>
		</tr>
		<tr>
			<td style="vertical-align:center; width:33.0000pt">
			8
			</td>
			<td style="vertical-align:center; width:101.2500pt">
			取試樣
			</td>
			<td colspan="4" style="vertical-align:center; width:279.7500pt">
			取土、石、水試樣收費基價見表3.3-3
			</td>
		</tr>
	</tbody>
</table>

5.6  洗井、固井與舊井處理

洗井與固井實物工作收費基價表                     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">
			鋼絲刷洗井
			</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>

舊井處理實物工作收費基價表                       表5.6-2

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文號：計價格[2002]10號

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