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			<dl>
				<dt>按以下条件搜索</dt>
				<dd><span>定额库</span>
					<select>
						<option>不限</option>
						<option disabled>1.广东</option>
						<option>&nbsp;&nbsp;&nbsp;-&nbsp;广东省国省干线公路小修保养工程预算定额(2009)</option>
						<option>&nbsp;&nbsp;&nbsp;-&nbsp;广东省国省干线公路小修保养工程预算定额(2009)</option>
						<option disabled>2.四川</option>
						<option>&nbsp;&nbsp;&nbsp;-&nbsp;四川省国省干线公路小修保养工程预算定额(2009)</option>
						<option>&nbsp;&nbsp;&nbsp;-&nbsp;四川省国省干线公路小修保养工程预算定额(2009)</option>
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			<p class="searchCon">定额库：<span class="colRed">不限</span>&nbsp;&nbsp;&nbsp;部位：<span class="colRed">不限</span></p>
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				<select><option>甘肃省国省干线公路小修保养工程预算定额(2009)</option>
						<option disabled>1.广东</option>
						<option>&nbsp;&nbsp;&nbsp;-&nbsp;广东省国省干线公路小修保养工程预算定额(2009)</option>
						<option>&nbsp;&nbsp;&nbsp;-&nbsp;广东省国省干线公路小修保养工程预算定额(2009)</option>
						<option disabled>2.四川</option>
						<option>&nbsp;&nbsp;&nbsp;-&nbsp;四川省国省干线公路小修保养工程预算定额(2009)</option>
						<option>&nbsp;&nbsp;&nbsp;-&nbsp;四川省国省干线公路小修保养工程预算定额(2009)</option></select>
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						<a class="now"><span>1-路基工程</span></a>
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										<a><span>1-伐树、挖根、除草、清除表土</span></a>
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										<a class="now"><span>2-挖淤泥、湿土、流沙</span></a>
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										<a><span>3-人工挖及开炸多年冻土</span></a>
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										<a><span>4-人工挖土质台阶</span></a>
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										<a><span>5-填前夯（压）实及填前挖松</span></a>
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										<a><span>6-人工挖运土方</span></a>
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										<a><span>7-夯实填土</span></a>
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										<button class="switch_center_docu"></button>
										<a><span>8-机动翻斗车、手扶拖拉机配合人工运土、石方</span></a>
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										<a><span>9-挖掘机挖装土、石方</span></a>
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										<a><span>10-装载机装土、石方</span></a>
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								<a><span>2-排水工程</span></a>
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						<a><span>2-路面工程</span></a>
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				<p class="smrBtn"><a href="#">点击下载</a>&nbsp;定额库smr软件格式</p>
			</div>
			<div class="dingeContent">
				<div class="dingeTab" id="dingeTab"><a class="now">定额</a><a>工作内容</a><a>附注</a></div>
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						<table cellspacing="0" cellpadding="0">
							<tr>
								<th></th>
								<th>编号</th>
								<th>名称</th>
								<th>单位</th>
								<th>定额基价</th>
							</tr>
							<tr>
								<th>1</th>
								<td>1-1-1-1</td>
								<td><a href="">人工伐推土机挖根(90kW内)</a></td>
								<td>10棵</td>
								<td>226</td>
							</tr>
							<tr>
								<th>2</th>
								<td>1-1-1-2</td>
								<td><a href="">人工伐推土机挖根(90kW内)</a></td>
								<td>10棵</td>
								<td>226</td>
							</tr>
							<tr>
								<th>3</th>
								<td>1-1-1-3</td>
								<td><a href="">人工伐树及挖根(φ10cm上)</a></td>
								<td>10棵</td>
								<td>585</td>
							</tr>
							<tr>
								<th>4</th>
								<td>1-1-1-4</td>
								<td><a href="">人工伐树及挖根(φ10cm上)</a></td>
								<td>10棵</td>
								<td>585</td>
							</tr>
							<tr>
								<th>5</th>
								<td>1-1-1-5</td>
								<td><a href="">人工伐树及挖根(φ10cm上)</a></td>
								<td>10棵</td>
								<td>585</td>
							</tr>
							<tr>
								<th>6</th>
								<td>1-1-1-6</td>
								<td><a href="">人工伐树及挖根(φ10cm上)</a></td>
								<td>10棵</td>
								<td>585</td>
							</tr>
							<tr>
								<th>7</th>
								<td>1-1-1-7</td>
								<td><a href="">人工伐树及挖根(φ10cm上)</a></td>
								<td>10棵</td>
								<td>585</td>
							</tr>
							<tr>
								<th>8</th>
								<td>1-1-1-8</td>
								<td><a href="">人工伐树及挖根(φ10cm上)</a></td>
								<td>10棵</td>
								<td>585</td>
							</tr>
							<tr>
								<th>9</th>
								<td>1-1-1-9</td>
								<td><a href="">人工伐树及挖根(φ10cm上)</a></td>
								<td>10棵</td>
								<td>585</td>
							</tr>
							<tr>
								<th>10</th>
								<td>1-1-1-10</td>
								<td><a href="">人工伐树及挖根(φ10cm上)</a></td>
								<td>10棵</td>
								<td>585</td>
							</tr>
							<tr>
								<th>11</th>
								<td>1-1-1-11</td>
								<td><a href="">人工伐树及挖根(φ10cm上)</a></td>
								<td>10棵</td>
								<td>585</td>
							</tr>
							<tr>
								<th>11</th>
								<td>1-1-1-11</td>
								<td><a href="">人工伐树及挖根(φ10cm上)</a></td>
								<td>10棵</td>
								<td>585</td>
							</tr>
						</table>
					</div>	
					<div class="itemEntry hide">
						<div class="extarContent">
							<p>1.本章定额包括各种类型路面以及路槽、路肩、垫层、基层等，除沥青混合料路面、厂拌基层稳定土混合料运输以1000m3路面实体为计算单位外，其他均以1000m3为计算单位。</p>
  							<p>2.路面项目中的厚度均为压实厚度，培路肩厚度为净培路肩的夯实厚度。</p>
  							<p>3.本定额中混合料系按最佳含水量编制，定额中已包括养生用水并适当扣除材料天然含水量，但山西、青海、甘肃、宁夏、新疆、西藏等省、自治区，由于湿度偏低，用水量可根据具体情况，在定额数量的基础上酌情增加。</p>
  							<p>4.本章定额中凡列有洒水汽车的子目，均按5km范围内洒水汽车在水源处自吸水编制，不计水费。如工地附近无天然水源可利用，必须采用供水部门供水（如自来水）时，可根据定额子目中洒水汽车的台班数量，按每台班35m3计算定额用水量，乘以供水部门规定的水价增列水费。洒水汽车取水的平均运距超过5km时，可按路基工程的洒水汽车洒水定额中的增运定额增加洒水汽车的台班消耗，但增加的洒水汽车台班消耗量不得再计水费。</p>
  							<p>5.本章定额中的水泥混凝土均已包括其拌和的费用，使用定额时不得再另行计算。</p>
  							<p>6.压路机台班按行驶速度,即两轮光轮压路机为2.0km/h、三轮光轮压路机为2.5km/h、轮胎式压路机为5.0km/h、振动压路机为3.0km/h进行编制。如设计为单车道路面宽度时，两轮光轮压路机乘以1.14的系数、三轮光轮压路机乘以1.33的系数、轮胎式压路机和振动压路机乘以1.29的系数。</p>
  							<p>7.自卸汽车运输稳定土混合料、沥青混合料和水泥混凝土定额项目，仅适用于平均运距在15km以内的混合料运输，当平均运距超过15km时,应按社会运输的有关规定计算其运输费用。当运距超过第一个定额运距单位时，其运距尾数不足一个增运定额单位的半数时不计，超过半数时按一个增运定额运距单位计算。</p>
						</div>
					</div>	
					<div class="itemEntry hide">
						<div class="extarContent">
  							<p>围堰高度不同时，可内插计算。</p>
						</div>
					</div>
				</div>
				<div class="dingeTab"><a class="now">工料机</a></div>
				<div class="dingeItem2">
					<table cellspacing="0" cellpadding="0">
						<tr>
							<th></th>
							<th>编号</th>
							<th>名称</th>
							<th>型号规格</th>
							<th>单位</th>
							<th>定额单价</th>
							<th>定额消耗</th>
						</tr>
						<tr>
							<th>1</th>
							<td>1</td>
							<td>人工</td>
							<td> </td>
							<td>工日</td>
							<td>49.2</td>
							<td>0.400</td>
						</tr>
						<tr>
							<th>2</th>
							<td>1006</td>
							<td>135kw以内履带式推土机</td>
							<td>T180带松土器</td>
							<td>台班</td>
							<td>1183.58</td>
							<td>0.160</td>
						</tr>
						<tr>
							<th>3</th>
							<td>1999</td>
							<td>基价</td>
							<td> </td>
							<td>元</td>
							<td>1</td>
							<td>209.000</td>
						</tr>
						<tr>
							<th>4</th>
							<td>1999</td>
							<td>基价</td>
							<td> </td>
							<td>元</td>
							<td>1</td>
							<td>209.000</td>
						</tr>
						<tr>
							<th>5</th>
							<td>1999</td>
							<td>基价</td>
							<td> </td>
							<td>元</td>
							<td>1</td>
							<td>209.000</td>
						</tr>
						<tr>
							<th>6</th>
							<td>1999</td>
							<td>基价</td>
							<td> </td>
							<td>元</td>
							<td>1</td>
							<td>209.000</td>
						</tr>
					</table>
				</div>
			</div>
		</div>

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