首页 > 取费标准>广东省水利水电工程设计概（估）算编制规定与系列定额的勘误及补充说明|粤水造价函(2018)3号

广东省水利水电工程设计概（估）算编制规定与系列定额的勘误及补充说明|粤水造价函(2018)3号

文号：粤水造价函(2018)3号

广东省水利水电工程造价定额站

关于我省水利水电工程设计概（估）算编制规定

根据《广东省水利厅关于发布我省水利水电工程设计概（估）算编制规定与系列定额的通知》（粤水建管(2017) 37号），我省水利水电工程设计概（估）算编制规定与系列定额自2017年7月 1日起实施，现勘误和补充说明如下：

</td>
			<td style="height:69.4000pt; vertical-align:top; width:29.4600%">
			建设单位开办费指新组建的工程建设单位，为开展工作．．． 以及其他用千开办工作的费用．

</td>
			<td style="height:69.4000pt; vertical-align:top; width:36.0200%">
			建设单位开办费指工程建设单位为开展工作．．． 以及其他用于开办工作的费用．

</td>
		</tr>
		<tr>
			<td style="height:69.4000pt; vertical-align:top; width:8.5400%">
			2
			</td>
			<td style="height:69.4000pt; vertical-align:top; width:10.3000%">
			P105

</td>
			<td style="height:69.4000pt; vertical-align:top; width:29.4600%">
			注抽水蓄能电站、大型水利枢纽工程，等比高大千80m的丘陵地、山区等取费标准为

</td>
			<td style="height:69.4000pt; vertical-align:top; width:36.0200%">
			注：抽水蓄能电站、大型水利枢纽工程，以及比高大于 80m的丘陕地、山区等取费标准为

</td>
		</tr>
		<tr>
			<td style="height:69.4000pt; vertical-align:top; width:8.5400%">
			3
			</td>
			<td style="height:69.4000pt; vertical-align:top; width:10.3000%">
			P127

</td>
			<td style="height:69.4000pt; vertical-align:top; width:29.4600%">
			 
			</td>
			<td style="height:69.4000pt; vertical-align:top; width:36.0200%">
			增加“注4水利水电工程建设期观测人工费按本表所列标准计算，其他行业工程可参照本表所列标准计算，根据实际悄况进行调整．
			</td>
		</tr>
		<tr>
			<td style="height:69.4000pt; vertical-align:top; width:8.5400%">
			4
			</td>
			<td style="height:69.4000pt; vertical-align:top; width:10.3000%">
			Pl28

</td>
			<td style="height:69.4000pt; vertical-align:top; width:29.4600%">
			 
			</td>
			<td style="height:69.4000pt; vertical-align:top; width:36.0200%">
			增加“注3．水利水电工程方案编制费按本表所列标准计算，其他行业工程可参照本表所列标准计算，根据实际情况进行调整．
			</td>
		</tr>
		<tr>
			<td style="height:69.4000pt; vertical-align:top; width:8.5400%">
			5
			</td>
			<td style="height:69.4000pt; vertical-align:top; width:10.3000%">
			Pl28

</td>
			<td style="height:69.4000pt; vertical-align:top; width:15.6200%">
			(5)工程造价咨询服务费
			</td>
			<td style="height:69.4000pt; vertical-align:top; width:29.4600%">
			参照广东省有关部门规定计算．

</td>
			<td style="height:69.4000pt; vertical-align:top; width:36.0200%">
			参考“附录IO工程造价咨询服务收费标准参考表”中的 “施工阶段全过程造价咨

询“收费标准计算．

</td>
		</tr>
		<tr>
			<td style="height:69.4000pt; vertical-align:top; width:8.5400%">
			6
			</td>
			<td style="height:69.4000pt; vertical-align:top; width:10.3000%">
			Pl45

</td>
			<td style="height:69.4000pt; vertical-align:top; width:29.4600%">
			参照广东省有关部门规定计算

</td>
			<td style="height:69.4000pt; vertical-align:top; width:36.0200%">
			参考＂附录10工程造价咨询服务收费标准参考表”中的 “施工阶段全过程造价咨 询＇＇收费标准计算．

</td>
		</tr>
		<tr>
			<td style="height:69.4000pt; vertical-align:top; width:8.5400%">
			7
			</td>
			<td style="height:69.4000pt; vertical-align:top; width:10.3000%">
			P282~

P283
			</td>
			<td style="height:69.4000pt; vertical-align:top; width:15.6200%">
			附录10工程造价咨询服务费收费标准参考表
			</td>
			<td style="height:69.4000pt; vertical-align:top; width:29.4600%">
			1亿元以上费率

注2．施工阶段全过程造价咨询，是指从工程量清单编制开始到工程费结 算审核完成的造价咨询 服务．收费标准中未包人员驻场费用，当取费基数超过1亿元时计算驻场费，驻场费按咨询费的

10％计算．
			</td>
			<td style="height:69.4000pt; vertical-align:top; width:36.0200%">
			详见表2
			</td>
		</tr>
	</tbody>
</table>
</div>

<div class="Section1">
表2 附录10 工程造价咨询服务费收费标准参考表

500万元
			</td>
			<td style="height:24.9000pt; vertical-align:top; width:7.7200%">
			500万元～

1000万元
			</td>
			<td style="height:24.9000pt; vertical-align:top; width:7.6200%">
			1000万元－

5000万元
			</td>
			<td style="height:24.9000pt; vertical-align:top; width:8.7000%">
			5000万元

~1亿元
			</td>
			<td style="height:24.9000pt; vertical-align:top; width:6.4200%">
			1亿元～

5亿元
			</td>
			<td style="height:24.9000pt; vertical-align:top; width:7.8600%">
			5亿元～ I 0亿元
			</td>
			<td style="height:24.9000pt; vertical-align:top; width:8.2400%">
			10亿元以上
			</td>
		</tr>
		<tr>
			<td colspan="3" style="height:23.2500pt; vertical-align:top; width:26.7000%">
			投资估算的编制或审核
			</td>
			<td style="height:23.2500pt; vertical-align:top; width:10.3600%">
			一～四部分

投资合计
			</td>
			<td style="height:23.2500pt; vertical-align:top; width:9.1400%">
			1.6‰
			</td>
			<td style="height:23.2500pt; vertical-align:top; width:7.1400%">
			1.3‰
			</td>
			<td style="height:23.2500pt; vertical-align:top; width:7.7200%">
			1.1‰
			</td>
			<td style="height:23.2500pt; vertical-align:top; width:7.6200%">
			0.8‰
			</td>
			<td style="height:23.2500pt; vertical-align:top; width:8.7000%">
			0.6‰
			</td>
			<td style="height:23.2500pt; vertical-align:top; width:6.4200%">
			0.5‰,
			</td>
			<td style="height:23.2500pt; vertical-align:top; width:7.8600%">
			0.4‰,
			</td>
			<td style="height:23.2500pt; vertical-align:top; width:8.2400%">
			0.3‰.
			</td>
		</tr>
		<tr>
			<td colspan="3" style="height:21.7500pt; vertical-align:top; width:26.7000%">
			工程以算的编制或审核
			</td>
			<td style="height:21.7500pt; vertical-align:top; width:10.3600%">
			-～四部分

投资合计
			</td>
			<td style="height:21.7500pt; vertical-align:top; width:9.1400%">
			2.4‰
			</td>
			<td style="height:21.7500pt; vertical-align:top; width:7.1400%">
			2.2‰
			</td>
			<td style="height:21.7500pt; vertical-align:top; width:7.7200%">
			1.9‰.
			</td>
			<td style="height:21.7500pt; vertical-align:top; width:7.6200%">
			1.6‰
			</td>
			<td style="height:21.7500pt; vertical-align:top; width:8.7000%">
			l.4‰
			</td>
			<td style="height:21.7500pt; vertical-align:top; width:6.4200%">
			1.3‰
			</td>
			<td style="height:21.7500pt; vertical-align:top; width:7.8600%">
			1.0‰
			</td>
			<td style="height:21.7500pt; vertical-align:top; width:8.2400%">
			0.7‰,
			</td>
		</tr>
		<tr>
			<td rowspan="3" style="height:39.1000pt; vertical-align:top; width:4.6000%">

3.5‰
			</td>
			<td style="height:39.1000pt; vertical-align:top; width:7.1400%">

3. 0‰
			</td>
			<td style="height:39.1000pt; vertical-align:top; width:7.7200%">

2.8‰
			</td>
			<td style="height:39.1000pt; vertical-align:top; width:7.6200%">

2.6‰.
			</td>
			<td style="height:39.1000pt; vertical-align:top; width:8.7000%">

2.4‰.
			</td>
			<td style="height:39.1000pt; vertical-align:top; width:6.4200%">

2.1‰,
			</td>
			<td style="height:39.1000pt; vertical-align:top; width:7.8600%">

1.2‰
			</td>
		</tr>
		<tr>
			<td style="height:34.7000pt; vertical-align:top; width:15.5400%">
			单独编制戏审核工程昼清单报价
			</td>
			<td style="height:34.7000pt; vertical-align:top; width:10.3600%">
			编制预算造

2.1‰
			</td>
			<td style="height:34.7000pt; vertical-align:top; width:7.1400%">

0.9‰,
			</td>
			<td style="height:34.7000pt; vertical-align:top; width:7.8600%">

0.8‰.
			</td>
			<td style="height:34.7000pt; vertical-align:top; width:8.2400%">

4.1‰.
			</td>
			<td style="height:35.4500pt; vertical-align:top; width:7.1400%">

l.2‰
			</td>
			<td style="height:35.4500pt; vertical-align:top; width:8.7000%">

2.8‰,
			</td>
			<td style="height:35.4500pt; vertical-align:top; width:6.4200%">

2.4‰,
			</td>
			<td style="height:35.4500pt; vertical-align:top; width:7.8600%">

2.0‰
			</td>
			<td style="height:35.4500pt; vertical-align:top; width:8.2400%">

1.4‰
			</td>
		</tr>
		<tr>
			<td colspan="3" style="height:11.3000pt; vertical-align:top; width:26.7000%">
			工程结算的约制
			</td>
			<td style="height:11.3000pt; vertical-align:top; width:10.3600%">
			结算价
			</td>
			<td style="height:11.3000pt; vertical-align:top; width:9.1400%">
			5.3‰
			</td>
			<td style="height:11.3000pt; vertical-align:top; width:7.1400%">
			4. 7‰,
			</td>
			<td style="height:11.3000pt; vertical-align:top; width:7.7200%">
			4.1‰
			</td>
			<td style="height:11.3000pt; vertical-align:top; width:7.6200%">
			3.9‰
			</td>
			<td style="height:11.3000pt; vertical-align:top; width:8.7000%">
			3.5‰.
			</td>
			<td style="height:11.3000pt; vertical-align:top; width:6.4200%">
			3.0‰o
			</td>
			<td style="height:11.3000pt; vertical-align:top; width:7.8600%">
			2.5‰
			</td>
			<td style="height:11.3000pt; vertical-align:top; width:8.2400%">
			1.7‰,
			</td>
		</tr>
		<tr>
			<td colspan="2" rowspan="2" style="height:7.5500pt; vertical-align:top; width:11.1400%">

工程结算审枝
			</td>
			<td style="height:7.5500pt; vertical-align:top; width:15.5400%">
			(I)基本收费
			</td>
			<td style="height:7.5500pt; vertical-align:top; width:10.3600%">
			送审结算价
			</td>
			<td style="height:7.5500pt; vertical-align:top; width:9.1400%">
			3.3‰
			</td>
			<td style="height:7.5500pt; vertical-align:top; width:7.1400%">
			3.0‰,
			</td>
			<td style="height:7.5500pt; vertical-align:top; width:7.7200%">
			2.6‰.
			</td>
			<td style="height:7.5500pt; vertical-align:top; width:7.6200%">
			1.9‰
			</td>
			<td style="height:7.5500pt; vertical-align:top; width:8.7000%">
			1.5‰,
			</td>
			<td style="height:7.5500pt; vertical-align:top; width:6.4200%">
			1.2‰
			</td>
			<td style="height:7.5500pt; vertical-align:top; width:7.8600%">
			1.1‰
			</td>
			<td style="height:7.5500pt; vertical-align:top; width:8.2400%">
			0.7‰
			</td>
		</tr>
		<tr>
			<td style="height:25.6500pt; vertical-align:top; width:15.5400%">
			(2)效益收费
			</td>
			<td style="height:25.6500pt; vertical-align:top; width:10.3600%">
			|枝减额|十

6%
			</td>
		</tr>
		<tr>
			<td colspan="3" style="height:21.7500pt; vertical-align:top; width:26.7000%">
			施工阶段全过程造价咨询
			</td>
			<td style="height:21.7500pt; vertical-align:top; width:10.3600%">
			一～四部分

投资合计
			</td>
			<td style="height:21.7500pt; vertical-align:top; width:9.1400%">
			14.4‰
			</td>
			<td style="height:21.7500pt; vertical-align:top; width:7.1400%">
			13.2‰.
			</td>
			<td style="height:21.7500pt; vertical-align:top; width:7.7200%">
			12.0‰
			</td>
			<td style="height:21.7500pt; vertical-align:top; width:7.6200%">
			10.8‰,
			</td>
			<td style="height:21.7500pt; vertical-align:top; width:8.7000%">
			9.6‰,
			</td>
			<td style="height:21.7500pt; vertical-align:top; width:6.4200%">
			8.4‰
			</td>
			<td style="height:21.7500pt; vertical-align:top; width:7.8600%">
			6.0‰.
			</td>
			<td style="height:21.7500pt; vertical-align:top; width:8.2400%">
			4,8‰.
			</td>
		</tr>
		<tr>
			<td style="height:14.2000pt; vertical-align:top; width:4.6000%">
			钢筋及预埋件计算
			</td>
			<td colspan="3" style="height:14.2000pt; vertical-align:top; width:32.4600%">
			按重量计
			</td>
			<td colspan="8" style="height:14.2000pt; vertical-align:top; width:62.9200%">
			14元／t
			</td>
		</tr>
	</tbody>
</table>

工程预算的编制戎审核、工程结算的编制或审核的收费标准不包括钢筋及预埋件计算，凡要求钢筋及预埋件计算的按相对应的收费标准另行收费．

<table border="1" cellspacing="0" class="MsoTableGrid" style="border-collapse:collapse; border:1pt solid windowtext; font-family:"Times New Roman"; font-size:10pt; text-align:justify; width:100%">
	<tbody>
		<tr>
			<td style="vertical-align:top; width:87.3500pt">
			序号
			</td>
			<td style="vertical-align:top; width:87.3500pt">
			页码
			</td>
			<td style="vertical-align:top; width:87.3500pt">
			位置
			</td>
			<td style="vertical-align:top; width:87.3500pt">
			错误
			</td>
			<td style="vertical-align:top; width:87.4000pt">
			正确
			</td>
		</tr>
		<tr>
			<td style="vertical-align:top; width:87.3500pt">
			1
			</td>
			<td style="vertical-align:top; width:87.3500pt">
			P22
			</td>
			<td style="vertical-align:top; width:87.3500pt">
			编号“G01119-G01124”表头
			</td>
			<td style="vertical-align:top; width:87.3500pt">
			运距／m
			</td>
			<td style="vertical-align:top; width:87.4000pt">
			运距／km
			</td>
		</tr>
		<tr>
			<td style="vertical-align:top; width:87.3500pt">
			2
			</td>
			<td style="vertical-align:top; width:87.3500pt">
			P167-PI68
			</td>
			<td style="vertical-align:top; width:87.3500pt">
			三－20浆砌石
			</td>
			<td style="vertical-align:top; width:87.3500pt">
			工作内容．选石、修石……勾平缝
			</td>
			<td style="vertical-align:top; width:87.4000pt">
			工作内容：选石．修石……勾缝
			</td>
		</tr>
		<tr>
			<td style="vertical-align:top; width:87.3500pt">
			3
			</td>
			<td style="vertical-align:top; width:87.3500pt">
			P276
			</td>
			<td style="vertical-align:top; width:87.3500pt">
			编号“G04276-G04279"表头
			</td>
			<td style="vertical-align:top; width:87.3500pt">
			运距／m
			</td>
			<td style="vertical-align:top; width:87.4000pt">
			运距／km
			</td>
		</tr>
		<tr>
			<td style="vertical-align:top; width:87.3500pt">
			4
			</td>
			<td style="vertical-align:top; width:87.3500pt">
			P324
			</td>
			<td style="vertical-align:top; width:87.3500pt">
			章说明
			</td>
			<td style="vertical-align:top; width:87.3500pt">
			十七、冲击钻造灌注桩孔...定额钢护筒高度桉lm拟定
			</td>
			<td style="vertical-align:top; width:87.4000pt">
			十七、冲击估造灌注桩孔．．．．．定额按于地龙工拟定、钢护筒费用已综 合计入定额． 特殊情况（如水下施 工）时，钢护筒费用桉施工组织设计工程量套用相关定额另行计算．
			</td>
		</tr>
		<tr>
			<td style="vertical-align:top; width:87.3500pt">
			5
			</td>
			<td style="vertical-align:top; width:87.3500pt">
			P416
			</td>
			<td style="vertical-align:top; width:87.3500pt">
			编号G06366"机械
			</td>
			<td style="vertical-align:top; width:87.3500pt">
			泥水平衡顶管机 ø800-1200 
			</td>
			<td style="vertical-align:top; width:87.4000pt">
			三轴搅拌桩机ø850
			</td>
		</tr>
		<tr>
			<td style="vertical-align:top; width:87.3500pt">
			6
			</td>
			<td style="vertical-align:top; width:87.3500pt">
			P612-P613
			</td>
			<td style="vertical-align:top; width:87.3500pt">
			编号 “G08133-G08141" 未计价村料 “法斗管件”
			</td>
			<td style="vertical-align:top; width:87.3500pt">
			单位 “个”
			</td>
			<td style="vertical-align:top; width:87.4000pt">
			单位“副”
			</td>
		</tr>
		<tr>
			<td style="vertical-align:top; width:87.3500pt">
			7
			</td>
			<td style="vertical-align:top; width:87.3500pt">
			P649
			</td>
			<td style="vertical-align:top; width:87.3500pt">
			九-2生态混凝土护坡
			</td>
			<td style="vertical-align:top; width:87.3500pt">
			 
			</td>
			<td style="vertical-align:top; width:87.4000pt">
			增加“注4植被混凝土定额按厚度 lOcm、防冲刷基材定额按厚度8cm 拟定 ． 厚度不同时 ． 定额人工 、 机械及材料中的种植壤土、 有机质、 水泥、生态混凝土添加剂按比例调整
			</td>
		</tr>
		<tr>
			<td style="vertical-align:top; width:87.3500pt">
			8
			</td>
			<td style="vertical-align:top; width:87.3500pt">
			P674
			</td>
			<td style="vertical-align:top; width:87.3500pt">
			六、材料二次运输
			</td>
			<td style="vertical-align:top; width:87.3500pt">
			工程使用的……才能计算材料二 次运输费用．
			</td>
			<td style="vertical-align:top; width:87.4000pt">
			工程使用的……才能计算材料二 次运输费用．材料二次运输定额桉不同路面及坡度综合拟定．
			</td>
		</tr>
		<tr>
			<td rowspan="2" style="vertical-align:top; width:87.3500pt">
			9
			</td>
			<td rowspan="2" style="vertical-align:top; width:87.3500pt">
			P684
			</td>
			<td rowspan="2" style="vertical-align:top; width:87.3500pt">
			十一14公路路面
			</td>
			<td style="vertical-align:top; width:87.3500pt">
			注1混凝土路面如采用商品混凝土．．．．．．．
			</td>
			<td style="vertical-align:top; width:87.4000pt">
			注l沥青混凝土路而如采用商品混凝土，取消砂、碎石、沥青、石屑消耗量及混袄土搅拌机合班数

量，增加6.3m3沥青混凝土；技工数量3.40工日改为3.28工日， 普工数量5.11工日改为3.61工日．
			</td>
		</tr>
		<tr>
			<td style="vertical-align:top; width:87.3500pt">
			注2压实厚度每增（减）1cm，需增（减）的工、料、台班见下表
			</td>
			<td style="vertical-align:top; width:87.4000pt">
			注2压实厚度每增（减）1cm，需 增（减）的工、料、台班见下表，沥青泥凝土路面如采用商品混凝土，取消表中砂、 碎石、 沥青． 石屑消耗量及混凝土搅拌机合班数量，增加l.05m3沥青混凝土， 技工 数量0.41 工日改为0.39 普

工数量0.62工日改为0.37工日．
			</td>
		</tr>
		<tr>
			<td rowspan="2" style="vertical-align:top; width:87.3500pt">
			10
			</td>
			<td rowspan="2" style="vertical-align:top; width:87.3500pt">
			P738
			</td>
			<td rowspan="2" style="vertical-align:top; width:87.3500pt">
			附录11水工建筑物脚手架费用指标表
			</td>
			<td style="vertical-align:top; width:87.3500pt">
			项目名称：墙

</td>
			<td style="vertical-align:top; width:87.3500pt">
			编号“Y08157 - Y08179"未计价材料“法兰管件”
			</td>
			<td style="vertical-align:top; width:87.3500pt">
			单位“个“
			</td>
			<td style="vertical-align:top; width:87.4000pt">
			单位“副”
			</td>
		</tr>
		<tr>
			<td style="vertical-align:top; width:87.3500pt">
			6
			</td>
			<td style="vertical-align:top; width:87.3500pt">
			P644
			</td>
			<td style="vertical-align:top; width:87.3500pt">
			编号“Y08311“材料＂镀锌螺栓
			</td>
			<td style="vertical-align:top; width:87.3500pt">
			消耗量0

</td>
			<td style="vertical-align:top; width:87.4000pt">
			消耗量6.70

</td>
		</tr>
		<tr>
			<td style="vertical-align:top; width:87.3500pt">
			7
			</td>
			<td style="vertical-align:top; width:87.3500pt">
			P687
			</td>
			<td style="vertical-align:top; width:87.3500pt">
			九一2生态混凝土护坡
			</td>
			<td style="vertical-align:top; width:87.3500pt">
			 
			</td>
			<td style="vertical-align:top; width:87.4000pt">
			增加“注4植被混凝土定额按厚度lOcm、防冲刷基材定额按厚度8cm 拟定 ．厚度不同时 ． 定额人工 、 机械及材料中的种植壤土、 有机质、 水泥、生态混凝土添加剂按比例调整
			</td>
		</tr>
		<tr>
			<td style="vertical-align:top; width:87.3500pt">
			8
			</td>
			<td style="vertical-align:top; width:87.3500pt">
			P682
			</td>
			<td style="vertical-align:top; width:87.3500pt">
			六、材料二次运输
			</td>
			<td style="vertical-align:top; width:87.3500pt">
			工程使用的……才能计算材料二 次运输费用．
			</td>
			<td style="vertical-align:top; width:87.4000pt">
			工程使用的……才能计算材料二 次运输费用．材料二次运输定额桉不同路面及坡度综合拟定．
			</td>
		</tr>
		<tr>
			<td rowspan="2" style="vertical-align:top; width:87.3500pt">
			9
			</td>
			<td rowspan="2" style="vertical-align:top; width:87.3500pt">
			P692
			</td>
			<td rowspan="2" style="vertical-align:top; width:87.3500pt">
			十一14公路路面
			</td>
			<td style="vertical-align:top; width:87.3500pt">
			注1混凝土路面如采用商品混凝土．．．．．．．
			</td>
			<td style="vertical-align:top; width:87.4000pt">
			注l沥青混凝土路而如采用商品混凝土，取消砂、碎石、沥青、石屑消耗量及混袄土搅拌机合班数

量，增加6.18m'沥青混凝土；技工数量3.30工日改为3.18工日， 普工数量4.96工日改为3.46工日．
			</td>
		</tr>
		<tr>
			<td style="vertical-align:top; width:87.3500pt">
			注2压实厚度每增（减）1cm，需 增（减）的工、料、台班见下表
			</td>
			<td style="vertical-align:top; width:87.4000pt">
			注2压实厚度每增（减）1cm，需 增（减）的工、料、台班见下表，沥青泥凝土路面如采用商品混凝土，取消表中砂、 碎石、 沥青． 石屑消耗量及混凝土搅拌机合班数量，增加l.03m3沥青混凝土， 技工 数量0.40工日改为0.38 普

<table border="1" cellspacing="0" style="width:100%">
	<tbody>
		<tr>
			<td>
			序号
			</td>
			<td>
			页码
			</td>
			<td>
			位置
			</td>
			<td>
			错误
			</td>
			<td>
			正确
			</td>
		</tr>
		<tr>
			<td>
			I
			</td>
			<td>
			PllO
			</td>
			<td>
			编号“G07060、G07061"

材料
			</td>
			<td>
			铝接线墙子单位”kg"
			</td>
			<td>
			铝接线端子单位”个“
			</td>
		</tr>
		<tr>
			<td>
			2
			</td>
			<td>
			P110-

Pill
			</td>
			<td>
			编号“G07060书07062"

材料
			</td>
			<td>
			裸铜线10mm2单位

"kg"
			</td>
			<td>
			棵铜线10mm2单位”m”
			</td>
		</tr>
		<tr>
			<td rowspan="3">

3
			</td>
			<td rowspan="3">
			Pl23- Pl24
			</td>
			<td rowspan="3">

编号“G07106-G07109"

材料
			</td>
			<td>
			钢锯条单位”kg"
			</td>
			<td>
			钢锯条单位”条“
			</td>
		</tr>
		<tr>
			<td>
			氧气、氢气、乙烘气

单位“kg"
			</td>
			<td>
			氧气、氨气、乙块气单位“m3”
			</td>
		</tr>
		<tr>
			<td>
			镀钨极棒单位”个“
			</td>
			<td>
			镀钨极棒单位”g"
			</td>
		</tr>
		<tr>
			<td>
			4
			</td>
			<td>
			P221
			</td>
			<td>

八、主要工作内容
			</td>
			<td>
			2．钢管对接、环缝焊接、透视检查及处理等．
			</td>
			<td>
			2．钢管对接、环缝焊接、透视检查、焊缝无损探伤检查及处理等．
			</td>
		</tr>
	</tbody>
</table>

2
			</td>
			<td rowspan="3" style="height:13.5500pt; vertical-align:top; width:39.2000pt">

编号“Y07145-Y07148忙

3
			</td>
			<td style="height:42.1500pt; vertical-align:top; width:39.2000pt">

P225
			</td>
			<td style="height:42.1500pt; vertical-align:top; width:111.6000pt">

<ul>
	<li style="text-align:left">关于综合工日与技工、普工的换算方法的补充说明</li>
</ul>

<table border="1" cellspacing="0" class="Table" style="border-collapse:collapse; border:1pt solid windowtext; font-family:"Times New Roman"; font-size:10pt; margin-left:6.5pt; width:100%">
	<tbody>
		<tr>
			<td style="height:12.8000pt; vertical-align:top; width:39.9500pt">
			序号
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:210.4000pt">
			章名称
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:79.2000pt">
			技工
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:77.7000pt">
			普工
			</td>
		</tr>
		<tr>
			<td style="height:12.8000pt; vertical-align:top; width:39.9500pt">
			 
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:210.4000pt">
			建筑工程
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:79.2000pt">
			 
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:77.7000pt">
			 
			</td>
		</tr>
		<tr>
			<td style="height:12.0500pt; vertical-align:top; width:39.9500pt">
			1
			</td>
			<td style="height:12.0500pt; vertical-align:top; width:210.4000pt">
			笫一章土方开挖工程
			</td>
			<td style="height:12.0500pt; vertical-align:top; width:79.2000pt">
			1%
			</td>
			<td style="height:12.0500pt; vertical-align:top; width:77.7000pt">
			99%
			</td>
		</tr>
		<tr>
			<td style="height:12.8000pt; vertical-align:top; width:39.9500pt">
			2
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:210.4000pt">
			第二章石方开挖工程
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:79.2000pt">
			28%
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:77.7000pt">
			72%
			</td>
		</tr>
		<tr>
			<td style="height:12.8000pt; vertical-align:top; width:39.9500pt">
			3
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:210.4000pt">
			笫二章土石方填筑工程
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:79.2000pt">
			2%
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:77.7000pt">
			98%
			</td>
		</tr>
		<tr>
			<td style="height:12.8000pt; vertical-align:top; width:39.9500pt">
			 
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:210.4000pt">
			其中：砌筑工程
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:79.2000pt">
			46%
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:77.7000pt">
			54%
			</td>
		</tr>
		<tr>
			<td style="height:12.0500pt; vertical-align:top; width:39.9500pt">
			4
			</td>
			<td style="height:12.0500pt; vertical-align:top; width:210.4000pt">
			笫四章混凝土工程
			</td>
			<td style="height:12.0500pt; vertical-align:top; width:79.2000pt">
			55%
			</td>
			<td style="height:12.0500pt; vertical-align:top; width:77.7000pt">
			45%
			</td>
		</tr>
		<tr>
			<td style="height:12.8000pt; vertical-align:top; width:39.9500pt">
			5
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:210.4000pt">
			第五章模板工程
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:79.2000pt">
			83%
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:77.7000pt">
			17%
			</td>
		</tr>
		<tr>
			<td style="height:12.0500pt; vertical-align:top; width:39.9500pt">
			6
			</td>
			<td style="height:12.0500pt; vertical-align:top; width:210.4000pt">
			第六章基砅处理及钳固工程
			</td>
			<td style="height:12.0500pt; vertical-align:top; width:79.2000pt">
			50%
			</td>
			<td style="height:12.0500pt; vertical-align:top; width:77.7000pt">
			50%
			</td>
		</tr>
		<tr>
			<td style="height:12.8000pt; vertical-align:top; width:39.9500pt">
			7
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:210.4000pt">
			笫七章疏浚工程
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:79.2000pt">
			20%
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:77.7000pt">
			80%
			</td>
		</tr>
		<tr>
			<td style="height:12.8000pt; vertical-align:top; width:39.9500pt">
			8
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:210.4000pt">
			笫八章管递工程
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:79.2000pt">
			65%
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:77.7000pt">
			35%
			</td>
		</tr>
		<tr>
			<td style="height:12.0500pt; vertical-align:top; width:39.9500pt">
			9
			</td>
			<td style="height:12.0500pt; vertical-align:top; width:210.4000pt">
			第九章植物措施工程
			</td>
			<td style="height:12.0500pt; vertical-align:top; width:79.2000pt">
			4%
			</td>
			<td style="height:12.0500pt; vertical-align:top; width:77.7000pt">
			96%
			</td>
		</tr>
		<tr>
			<td style="height:12.8000pt; vertical-align:top; width:39.9500pt">
			10
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:210.4000pt">
			笫十章其他工程
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:79.2000pt">
			32%
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:77.7000pt">
			68%
			</td>
		</tr>
		<tr>
			<td style="height:12.8000pt; vertical-align:top; width:39.9500pt">
			 
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:210.4000pt">
			设备及安装工程
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:79.2000pt">
			 
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:77.7000pt">
			 
			</td>
		</tr>
		<tr>
			<td style="height:12.0500pt; vertical-align:top; width:39.9500pt">
			I
			</td>
			<td style="height:12.0500pt; vertical-align:top; width:210.4000pt">
			笫一章水轮机安装
			</td>
			<td style="height:12.0500pt; vertical-align:top; width:79.2000pt">
			75%
			</td>
			<td style="height:12.0500pt; vertical-align:top; width:77.7000pt">
			25%
			</td>
		</tr>
		<tr>
			<td style="height:12.8000pt; vertical-align:top; width:39.9500pt">
			2
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:210.4000pt">
			笫二章水轮发电机安装
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:79.2000pt">
			85%
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:77.7000pt">
			15%
			</td>
		</tr>
		<tr>
			<td style="height:12.8000pt; vertical-align:top; width:39.9500pt">
			3
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:210.4000pt">
			第二章水泵安装
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:79.2000pt">
			90%
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:77.7000pt">
			10%
			</td>
		</tr>
		<tr>
			<td style="height:12.0500pt; vertical-align:top; width:39.9500pt">
			4
			</td>
			<td style="height:12.0500pt; vertical-align:top; width:210.4000pt">
			第四章阀门安装
			</td>
			<td style="height:12.0500pt; vertical-align:top; width:79.2000pt">
			85%
			</td>
			<td style="height:12.0500pt; vertical-align:top; width:77.7000pt">
			15%
			</td>
		</tr>
		<tr>
			<td style="height:12.8000pt; vertical-align:top; width:39.9500pt">
			5
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:210.4000pt">
			第五章水力机械辅助设备安装
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:79.2000pt">
			80%
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:77.7000pt">
			20%
			</td>
		</tr>
		<tr>
			<td style="height:12.0500pt; vertical-align:top; width:39.9500pt">
			6
			</td>
			<td style="height:12.0500pt; vertical-align:top; width:210.4000pt">
			第六章变压器安装
			</td>
			<td style="height:12.0500pt; vertical-align:top; width:79.2000pt">
			87%
			</td>
			<td style="height:12.0500pt; vertical-align:top; width:77.7000pt">
			13%
			</td>
		</tr>
		<tr>
			<td style="height:12.0500pt; vertical-align:top; width:39.9500pt">
			7
			</td>
			<td style="height:12.0500pt; vertical-align:top; width:210.4000pt">
			第七章电气设备安装
			</td>
			<td style="height:12.0500pt; vertical-align:top; width:79.2000pt">
			86%
			</td>
			<td style="height:12.0500pt; vertical-align:top; width:77.7000pt">
			14%
			</td>
		</tr>
		<tr>
			<td style="height:12.8000pt; vertical-align:top; width:39.9500pt">
			8
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:210.4000pt">
			笫八章通风及消防系统安装
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:79.2000pt">
			74%
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:77.7000pt">
			26%
			</td>
		</tr>
		<tr>
			<td style="height:12.8000pt; vertical-align:top; width:39.9500pt">
			9
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:210.4000pt">
			笫九章通信设备安装
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:79.2000pt">
			74%
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:77.7000pt">
			26%
			</td>
		</tr>
		<tr>
			<td style="height:12.8000pt; vertical-align:top; width:39.9500pt">
			10
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:210.4000pt">
			笫十章起重设备安装
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:79.2000pt">
			74%
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:77.7000pt">
			26%
			</td>
		</tr>
		<tr>
			<td style="height:12.8000pt; vertical-align:top; width:39.9500pt">
			11
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:210.4000pt">
			第十一章闸门安装
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:79.2000pt">
			74%
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:77.7000pt">
			26%
			</td>
		</tr>
		<tr>
			<td style="height:12.8000pt; vertical-align:top; width:39.9500pt">
			12
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:210.4000pt">
			第十二章压力钢管安装
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:79.2000pt">
			74%
			</td>
			<td style="height:12.8000pt; vertical-align:top; width:77.7000pt">
			26%
			</td>
		</tr>
		<tr>
			<td style="height:12.0500pt; vertical-align:top; width:39.9500pt">
			13
			</td>
			<td style="height:12.0500pt; vertical-align:top; width:210.4000pt">
			笫十一章设备工地运输
			</td>
			<td style="height:12.0500pt; vertical-align:top; width:79.2000pt">
			74%
			</td>
			<td style="height:12.0500pt; vertical-align:top; width:77.7000pt">
			26%
			</td>
		</tr>
	</tbody>
</table>

2018年9月14日

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粤水造价函(2018)3号

广东省水利水电工程设计概（估）算编制规定与系列定额的勘误及补充说明|粤水造价函(2018)3号

文号：粤水造价函(2018)3号

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