道路修缮招标采购公告（中国共产党上林县委员会2025）
为便于供应商及时了解政府采购信息，根据《财政部关于开展政府采购意向公开工作的通知》（财库〔2020〕10号）和《广西壮族自治区财政厅关于进一步规范政府采购意向公开工作的通知》（桂财采〔2022〕84号）等有关规定，现将中国共产党上林县委员会上林县委员会统一战线工作部2025年3月采购意向公开如下：
序号
采购项目名称
采购需求概况
预算金额（万元）
预计采购时间（填写到月）
落实政府采购政策功能情况
备注
1
上林县木山乡那良村煤矿路口至大蚕房道路修缮
挖除旧路面维修长度1170米，路面宽度3.5米，埋设涵管3座（埋设长度根据实际调整），建设错车道2处。
56.8919
2025年04月
按需采购
本次公开的采购意向是本单位政府采购工作的初步安排，具体采购项目情况以相关采购公告和采购文件为准。
中国共产党上林县委员会上林县委员会统一战线工作部
2025年03月24日
附件信息:
上林县木山乡那良村煤矿路口至大蚕房道路修缮.pdf (8.1 M)
预算 上林县木山乡那良村煤矿路口至大蚕房道路修缮.xls (0.1 KB)
\n\n\n\n\n上林县木山乡那良村煤矿路口至大蚕房道路修缮公路\n\n\n( )\n\n\n\n\n\n第 册 共 册\n\n\n\n\n\n编制:\n\n\n复核:\n\n\n( )\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n全标段工程量清单汇总表\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n建设项目名称：上林县明亮镇江林村坡林庄覃俊桥家至何汉田垌柑橘产业硬化路\n\n\n\n编制时间：2024-12-02\n\n\n\n\n\n第 1 页\n共 1 页\n\n01-1表\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n项次\n工程或费用名称\n单位\n总数量\n估算金额（元）\n\n\n\n\n\n技术经济\n指标\n各项费用比例（％）\n备注\n\n\n\n\n\n\n\n上林县木山乡那良村煤矿路口至大蚕房道路修缮\n\n\n\n\n合计\n\n\n\n\n\n\n1\n路面宽3.5m，总长1158.268m第100章至第700章合计\n\n\n568919\n\n\n\n\n568919\n\n100.00\n\n\n\n\n200\n清单 第200章 路 基\n\n\n117862\n\n\n\n\n117862\n\n20.72\n\n\n\n\n300\n清单 第300章 路 面\n\n\n442635\n\n\n\n\n442635\n\n77.80\n\n\n\n\n400\n清单 第400章 桥梁、涵洞\n\n\n8422\n\n\n\n\n8422\n\n1.48\n\n\n\n\n9\n已包含在清单合计中的材料、工程设备、专业工程暂估价合计\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n10\n清单合计减去材料、工程设备、专业工程暂估价合计\n\n\n568919\n\n\n\n\n568919\n\n100.00\n\n\n\n\n11\n计日工合计\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n11.1\n劳务\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n11.2\n材料\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n11.3\n施工机械\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n12\n暂列金额（不含计日工总额）\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n13\n投标报价\n\n\n568919\n\n\n\n\n568919\n\n100.00\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n编制：BZ\n\n\n\n\n\n复核：\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n表A.0.2-5 总预算表（07样式）\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n建设项目名称：上林县明亮镇江林村坡林庄覃俊桥家至何汉田垌柑橘产业硬化路\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n编制范围：上林县木山乡那良村煤矿路口至大蚕房道路修缮\n\n\n\n\n\n\n\n\n\n\n\n\n第 1 页\n共 2 页\n01表\n\n\n项\n目\n节\n细目\n工程或费用名称\n\n单位\n数量\n\n金额（元）\n\n技术经济指标\n\n各项费用比例(%)\n备注\n\n\n\n\n\n\n\n路面宽3.5m，总长1158.268m第100章至第700章合计\n\n\n\n\n568919\n\n\n\n100.00\n \n\n\n\n\n\n\n\n清单 第200章 路 基\n\n\n\n\n117862\n\n\n\n20.72\n \n\n\n\n\n203\n\n\n挖方路基\n\n\n\n\n4366\n\n\n\n0.77\n \n\n\n\n\n\n203-1\n\n路基挖方\n\n\n\n\n4366\n\n\n\n0.77\n \n\n\n\n\n\n\n-a\n路基土方开挖\n\nm3\n1223.07\n\n4366\n\n3.57\n\n0.77\n \n\n\n\n\n204\n\n\n填方路基\n\n\n\n\n29405\n\n\n\n5.17\n \n\n\n\n\n\n204-1\n\n路基填筑（包括填前压实）\n\n\n\n\n29405\n\n\n\n5.17\n \n\n\n\n\n\n\n-a\n路基土方回填\n\nm3\n158.84\n\n713\n\n4.49\n\n0.13\n \n\n\n\n\n\n\n-b\n路基平整（填坑平整，压实度≥94%）\n\nkm\n1.158\n\n18259\n\n15767.7\n\n3.21\n \n\n\n\n\n\n\n-c\n路基填筑（压实度≥94%，运输距离1km）\n\nm3\n708.75\n\n10433\n\n14.72\n\n1.83\n \n\n\n\n\n207\n\n\n坡面排水\n\n\n\n\n84091\n\n\n\n14.78\n \n\n\n\n\n\n207-1\n\nC20混凝土边沟\n\nm3\n135.63\n\n84091\n\n620\n\n14.78\n \n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n \n\n\n\n\n\n\n\n清单 第300章 路 面\n\n\n\n\n442635\n\n\n\n77.80\n \n\n\n\n\n300-1\n\n\n路面工程\n\n\n\n\n420192\n\n\n\n73.86\n \n\n\n\n\n\n-a\n\n碎石垫层压实（压实度≥94%）\n\nm2\n4748.8988\n\n55135\n\n11.61\n\n9.69\n \n\n\n\n\n\n-b\n\nC25混凝土路面，厚200\n\nm2\n4053.938\n\n365057\n\n90.05\n\n64.17\n \n\n\n\n\n300-2\n\n\n附属建筑物\n\n\n\n\n22443\n\n\n\n3.94\n \n\n\n\n\n\n1\n\n1#错车道\n\n\n\n\n17809\n\n\n\n3.13\n \n\n\n\n\n\n\n-a\n碎石垫层压实（压实度≥94%）\n\nm2\n72.8066\n\n845\n\n11.61\n\n0.15\n \n\n\n\n\n\n\n-b\nC25混凝土路面，厚200\n\nm2\n63.1175\n\n16964\n\n268.77\n\n2.98\n \n\n\n\n\n\n2\n\n2#错车道\n\n\n\n\n4634\n\n\n\n0.81\n \n\n\n\n\n\n\n-a\n碎石垫层压实（压实度≥94%）\n\nm2\n51.746\n\n600\n\n11.6\n\n0.11\n \n\n\n\n\n\n\n-b\nC25混凝土路面，厚200\n\nm2\n44.763\n\n4034\n\n90.12\n\n0.71\n \n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n编制：wec-11556\n\n\n\n\n\n\n\n复核：\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n表A.0.2-5 总预算表（07样式）\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n建设项目名称：上林县明亮镇江林村坡林庄覃俊桥家至何汉田垌柑橘产业硬化路\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n编制范围：上林县木山乡那良村煤矿路口至大蚕房道路修缮\n\n\n\n\n\n\n\n\n\n\n\n\n第 2 页\n共 2 页\n01表\n\n\n项\n目\n节\n细目\n工程或费用名称\n\n单位\n数量\n\n金额（元）\n\n技术经济指标\n\n各项费用比例(%)\n备注\n\n\n\n\n\n\n\n清单 第400章 桥梁、涵洞\n\n\n\n\n8422\n\n\n\n1.48\n \n\n\n\n\n419\n\n\n圆管涵及倒虹吸管涵\n\n\n\n\n8422\n\n\n\n1.48\n \n\n\n\n\n\n419-1\n\n单孔钢筋混凝土圆管涵\n\n\n\n\n8422\n\n\n\n1.48\n \n\n\n\n\n\n\n-a\n1-φ0.5m圆管涵\n\nm/座\n8.5 / 1\n\n3301\n\n388.35 / 3301\n\n0.58\n \n\n\n\n\n\n\n-b\n1-φ0.5m圆管涵\n\nm/座\n5 / 1\n\n2150\n\n430 / 2150\n\n0.38\n \n\n\n\n\n\n\n-c\n1-φ0.5m圆管涵\n\nm/座\n7.5 / 2\n\n2971\n\n396.13 / 1485.5\n\n0.52\n \n\n\n\n\n\n\n\n已包含在清单合计中的材料、工程设备、专业工程暂估价合计\n\n\n\n\n\n\n\n\n\n \n\n\n\n\n\n\n\n清单合计减去材料、工程设备、专业工程暂估价合计\n\n\n\n\n568919\n\n\n\n100.00\n \n\n\n\n\n\n\n\n计日工合计\n\n\n\n\n\n\n\n\n\n \n\n\n\n\n\n\n\n劳务\n\n\n\n\n\n\n\n\n\n \n\n\n\n\n\n\n\n材料\n\n\n\n\n\n\n\n\n\n \n\n\n\n\n\n\n\n施工机械\n\n\n\n\n\n\n\n\n\n \n\n\n\n\n\n\n\n暂列金额（不含计日工总额）\n\n\n\n\n\n\n\n\n\n \n\n\n\n\n\n\n\n投标报价\n\n\n\n\n568919\n\n\n\n100.00\n \n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n编制：wec-11556\n\n\n\n\n\n\n\n复核：\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n表A.0.2-6 人工、主要材料、施工机械台班数量汇总表\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n建设项目名称：上林县明亮镇江林村坡林庄覃俊桥家至何汉田垌柑橘产业硬化路\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n编制范围：上林县木山乡那良村煤矿路口至大蚕房道路修缮\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n第 1 页\n\n共 2 页\n\n02表\n\n\n代号\n规格名称\n单位\n单价(元)\n总数量\n分项统计\n\n\n\n\n\n\n\n\n\n\n\n\n\n场外运输损耗\n\n\n\n\n\n\n\n\n清单 第200章 路 基\n清单 第300章 路 面\n\n清单 第400章 桥梁、涵洞\n\n\n\n\n\n\n\n\n\n辅助生产\n％\n数量\n\n\n1001001\n人工\n工日\n101.25\n596.662\n283.349\n298.361\n\n14.952\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n1051001\n机械工\n工日\n101.25\n93.673\n31.007\n62.195\n\n0.471\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n2001001\nHPB300钢筋\nt\n4346\n0.013\n\n0.013\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n2001021\n8～12号铁丝（镀锌铁丝）\nkg\n4.36\n0.597\n\n\n\n0.597\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n2003004\n型钢（工字钢,角钢）\nt\n4060\n0.004\n\n0.004\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n2003026\n组合钢模板\nt\n4970\n0.357\n0.353\n\n\n0.005\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n2009028\n铁件（铁件）\nkg\n4.65\n120.2\n105.791\n\n\n14.408\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n3001001\n石油沥青\nt\n4450\n0.601\n0.176\n0.425\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n3003003\n柴油（0号,－10号,－20号）\nkg\n7.8\n1658.531\n920.678\n732.399\n\n5.454\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n3005001\n煤\nt\n561.95\n0.086\n\n0.086\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n3005002\n电\nkW·h\n0.59\n1775.03\n198.481\n1571.774\n\n4.775\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n3005004\n水\nm3\n2.91\n298.662\n162.756\n128.641\n\n7.265\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n4003001\n原木（混合规格）\nm3\n1283.19\n0.011\n\n\n\n0.011\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n4003002\n锯材（中板δ＝19～35mm,中方混合规格）\nm3\n1504.42\n0.257\n\n0.257\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n5001013\nPVC塑料管(Φ50mm)（Φ50mm）\nm\n6.41\n0.512\n\n\n\n0.512\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n5503005\n中（粗）砂（混凝土、砂浆用堆方）\nm3\n271.84\n473.637\n67.815\n402.389\n\n3.433\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n5505012\n碎石（2cm）（最大粒径2cm堆方）\nm3\n67.96\n116.177\n113.387\n\n\n2.79\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n5505013\n碎石（4cm）（最大粒径4cm堆方）\nm3\n67.96\n726.05\n\n726.05\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n5505015\n碎石（8cm）（最大粒径8cm堆方）\nm3\n67.96\n2.376\n\n\n\n2.376\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n5505016\n碎石（未筛分碎石统料堆方）\nm3\n67.96\n606.543\n\n606.543\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n5509001\n32.5级水泥\nt\n307.69\n373.42\n43.578\n329.784\n\n0.058\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n5509002\n42.5级水泥\nt\n371.68\n1.889\n\n\n\n1.889\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n编制：wec-11556\n\n\n\n\n\n\n\n\n复核：\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n表A.0.2-6 人工、主要材料、施工机械台班数量汇总表\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n建设项目名称：上林县明亮镇江林村坡林庄覃俊桥家至何汉田垌柑橘产业硬化路\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n编制范围：上林县木山乡那良村煤矿路口至大蚕房道路修缮\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n第 2 页\n\n共 2 页\n\n02表\n\n\n代号\n规格名称\n单位\n单价(元)\n总数量\n分项统计\n\n\n\n\n\n\n\n\n\n\n\n\n\n场外运输损耗\n\n\n\n\n\n\n\n\n清单 第200章 路 基\n清单 第300章 路 面\n\n清单 第400章 桥梁、涵洞\n\n\n\n\n\n\n\n\n\n辅助生产\n％\n数量\n\n\n5511007\nΦ500mm以内混凝土排水管\nm\n122.14\n21.21\n\n\n\n21.21\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n7801001\n其他材料费\n元\n1\n1391.904\n219.721\n1137.616\n\n34.567\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n8001025\n斗容量0.6m3履带式单斗挖掘机（WY60液压）\n台班\n835.87\n4.632\n4.632\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n8001027\n斗容量1.0m3履带式单斗挖掘机（WY100液压）\n台班\n1211.92\n3.627\n3.627\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n8001058\n功率120kW以内平地机（F155）\n台班\n1209.33\n2.591\n1.275\n1.316\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n8001080\n机械自身质量10～12t光轮压路机（3Y-10/12）\n台班\n519.8\n2.429\n2.429\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n8001081\n机械自身质量12～15t光轮压路机（3Y-12/15）\n台班\n596.46\n1.121\n\n1.121\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n8001083\n机械自身质量18～21t光轮压路机（3Y-18/21）\n台班\n769.21\n2.144\n\n2.144\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n8003077\n摊铺宽度2.5～4.5m轨道式水泥混凝土摊铺机（HTG4500含模轨400m）\n台班\n1343.22\n1.758\n\n1.758\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n8003083\n混凝土电动刻纹机（RQF180）\n台班\n249.92\n30.96\n\n30.96\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n8003085\n电动混凝土切缝机(含锯片摊销费用)（SLF）\n台班\n200.32\n10.724\n\n10.724\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n8005002\n出料容量250L以内强制式混凝土搅拌机（JD250）\n台班\n158.74\n3.75\n3.662\n\n\n0.088\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n8005003\n出料容量350L以内强制式混凝土搅拌机（JD350）\n台班\n187.9\n2.164\n\n2.164\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n8007014\n装载质量8t以内自卸汽车（QD351）\n台班\n693.55\n5.848\n5.848\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n8007043\n容量10000L以内洒水汽车（YGJ5170GSSJN）\n台班\n1119.61\n6.931\n\n6.931\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n8007046\n装载质量1.0t以内机动翻斗车（F10A）\n台班\n211\n0.245\n\n0.245\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n8009026\n提升质量8t以内汽车式起重机（QY8）\n台班\n714.3\n0.191\n\n\n\n0.191\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n8099001\n小型机具使用费\n元\n1\n5.683\n\n\n\n5.683\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n编制：wec-11556\n\n\n\n\n\n\n\n\n复核：\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n表A.0.2-7 建筑安装工程费计算表\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n建设项目名称：上林县明亮镇江林村坡林庄覃俊桥家至何汉田垌柑橘产业硬化路\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n编制范围：上林县木山乡那良村煤矿路口至大蚕房道路修缮\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n第 1 页\n\n共 2 页\n\n03表\n\n\n序号\n分项编号\n工程名称\n单位\n工程量\n定额直接费(元）\n定额设备购置费（元）\n直接费（元）\n\n\n\n\n设备购置费\n措施费\n企业管理费\n规费\n利润\n(元)\n税金\n(元)\n\n金额合计（元）\n\n\n\n\n\n\n\n\n\n\n人工费\n材料费\n施工机械使用费\n合计\n\n\n\n\n\n费率（%）\n7.42%\n税率（%）\n9.0%\n\n合计\n单价\n\n\n1\n2\n3\n4\n5\n6\n7\n8\n9\n10\n11\n\n12\n13\n14\n15\n16\n17\n\n18\n19\n\n\n1\n200\n清单 第200章 路 基\n\n\n78644.5\n\n28689.07\n43271.58\n15709.01\n87669.66\n\n\n1126.26\n2561.16\n10662.56\n6109.03\n9731.58\n\n117862\n\n\n\n2\n203\n挖方路基\n\n\n3296.97\n\n383.9\n\n2934.95\n3318.85\n\n\n48.14\n90.57\n292.89\n254.93\n360.48\n\n4366\n\n\n\n3\n203～1\n路基挖方\n\n\n3296.97\n\n383.9\n\n2934.95\n3318.85\n\n\n48.14\n90.57\n292.89\n254.93\n360.48\n\n4366\n\n\n\n4\n～a\n路基土方开挖\nm3\n1223.07\n3296.97\n\n383.9\n\n2934.95\n3318.85\n\n\n48.14\n90.57\n292.89\n254.93\n360.48\n\n4366\n3.57\n\n\n5\n204\n填方路基\n\n\n21133.16\n\n8667.64\n\n12192.75\n20860.39\n\n\n294.74\n525.92\n3666.88\n1628.97\n2427.92\n\n29405\n\n\n\n6\n204～1\n路基填筑（包括填前压实）\n\n\n21133.16\n\n8667.64\n\n12192.75\n20860.39\n\n\n294.74\n525.92\n3666.88\n1628.97\n2427.92\n\n29405\n\n\n\n7\n～a\n路基土方回填\nm3\n158.84\n540.92\n\n33.77\n\n513.43\n547.19\n\n\n7.9\n14.86\n42.23\n41.83\n58.86\n\n713\n4.49\n\n\n8\n～b\n路基平整（填坑平整，压实度≥94%）\nkm\n1.158\n12557.12\n\n8289.4\n\n3871.75\n12161.15\n\n\n183.33\n344.94\n3091.17\n970.94\n1507.64\n\n18259\n15767.7\n\n\n9\n～c\n路基填筑（压实度≥94%，运输距离1km）\nm3\n708.75\n8035.13\n\n344.48\n\n7807.58\n8152.06\n\n\n103.51\n166.12\n533.48\n616.21\n861.42\n\n10433\n14.72\n\n\n10\n207\n坡面排水\n\n\n54214.36\n\n19637.53\n43271.58\n581.31\n63490.42\n\n\n783.38\n1944.67\n6702.78\n4225.13\n6943.17\n\n84091\n\n\n\n11\n207～1\nC20混凝土边沟\nm3\n135.63\n54214.36\n\n19637.53\n43271.58\n581.31\n63490.42\n\n\n783.38\n1944.67\n6702.78\n4225.13\n6943.17\n\n84091\n620\n\n\n12\n300\n清单 第300章 路 面\n\n\n305741.08\n\n30208.84\n305327.3\n24374.76\n359910.9\n\n\n3033.23\n7440.61\n12229.53\n23463.15\n36546.97\n\n442635\n\n\n\n13\n300～1\n路面工程\n\n\n290574.33\n\n28603.03\n289855.55\n23189.73\n341648.31\n\n\n2881.92\n7071.99\n11585.14\n22299.2\n34693.79\n\n420192\n\n\n\n14\n～a\n碎石垫层压实（压实度≥94%）\nm2\n4748.8988\n49380.77\n\n240.41\n40167.63\n4447.4\n44855.44\n\n\n447.37\n1198.47\n294.77\n3786.18\n4552.4\n\n55135\n11.61\n\n\n15\n～b\nC25混凝土路面，厚200\nm2\n4053.938\n241193.56\n\n28362.62\n249687.92\n18742.34\n296792.88\n\n\n2434.55\n5873.52\n11290.37\n18513.02\n30141.39\n\n365057\n90.05\n\n\n16\n300～2\n附属建筑物\n\n\n15166.75\n\n1605.81\n15471.75\n1185.03\n18262.59\n\n\n151.31\n368.62\n644.39\n1163.95\n1853.18\n\n22443\n\n\n\n17\n1\n1#错车道\n\n\n11963.72\n\n1289.77\n12275.14\n929.49\n14494.4\n\n\n119.53\n290.67\n516.42\n918.15\n1470.53\n\n17809\n\n\n\n18\n～a\n碎石垫层压实（压实度≥94%）\nm2\n72.8066\n757\n\n3.69\n615.76\n68.18\n687.63\n\n\n6.86\n18.37\n4.52\n58.04\n69.79\n\n845\n11.61\n\n\n19\n～b\nC25混凝土路面，厚200\nm2\n63.1175\n11206.72\n\n1286.08\n11659.37\n861.31\n13806.77\n\n\n112.68\n272.3\n511.9\n860.1\n1400.74\n\n16964\n268.77\n\n\n20\n2\n2#错车道\n\n\n3203.03\n\n316.04\n3196.62\n255.54\n3768.2\n\n\n31.78\n77.96\n127.98\n245.81\n382.65\n\n4634\n\n\n\n编制：wec-11556\n\n\n\n\n\n\n\n\n\n\n复核：\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n表A.0.2-7 建筑安装工程费计算表\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n建设项目名称：上林县明亮镇江林村坡林庄覃俊桥家至何汉田垌柑橘产业硬化路\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n编制范围：上林县木山乡那良村煤矿路口至大蚕房道路修缮\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n第 2 页\n\n共 2 页\n\n03表\n\n\n序号\n分项编号\n工程名称\n单位\n工程量\n定额直接费(元）\n定额设备购置费（元）\n直接费（元）\n\n\n\n\n设备购置费\n措施费\n企业管理费\n规费\n利润\n(元)\n税金\n(元)\n\n金额合计（元）\n\n\n\n\n\n\n\n\n\n\n人工费\n材料费\n施工机械使用费\n合计\n\n\n\n\n\n费率（%）\n7.42%\n税率（%）\n9.0%\n\n合计\n单价\n\n\n1\n2\n3\n4\n5\n6\n7\n8\n9\n10\n11\n\n12\n13\n14\n15\n16\n17\n\n18\n19\n\n\n21\n～a\n碎石垫层压实（压实度≥94%）\nm2\n51.746\n537.6\n\n2.62\n437.29\n48.42\n488.33\n\n\n4.87\n13.05\n3.21\n41.22\n49.56\n\n600\n11.6\n\n\n22\n～b\nC25混凝土路面，厚200\nm2\n44.763\n2665.43\n\n313.42\n2759.32\n207.12\n3279.87\n\n\n26.9\n64.91\n124.77\n204.59\n333.09\n\n4034\n90.12\n\n\n23\n400\n清单 第400章 桥梁、涵洞\n\n\n5953.62\n\n1514.03\n4760.35\n156.34\n6430.72\n\n\n85.26\n223.28\n523.17\n464.65\n695.44\n\n8422\n\n\n\n24\n419\n圆管涵及倒虹吸管涵\n\n\n5953.62\n\n1514.03\n4760.35\n156.34\n6430.72\n\n\n85.26\n223.28\n523.17\n464.65\n695.44\n\n8422\n\n\n\n25\n419～1\n单孔钢筋混凝土圆管涵\n\n\n5953.62\n\n1514.03\n4760.35\n156.34\n6430.72\n\n\n85.26\n223.28\n523.17\n464.65\n695.44\n\n8422\n\n\n\n26\n～a\n1-φ0.5m圆管涵\nm/座\n8.5\n2340.41\n\n588.43\n1873.83\n58.68\n2520.94\n\n\n33.55\n88.09\n203.06\n182.69\n272.55\n\n3301\n388.35\n\n\n27\n～b\n1-φ0.5m圆管涵\nm/座\n5\n1510.38\n\n393.33\n1204.06\n43.36\n1640.74\n\n\n21.58\n56.22\n136.27\n117.84\n177.54\n\n2150\n430\n\n\n28\n～c\n1-φ0.5m圆管涵\nm/座\n7.5\n2102.83\n\n532.28\n1682.47\n54.3\n2269.04\n\n\n30.12\n78.97\n183.84\n164.12\n245.35\n\n2971\n396.13\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n合计\n\n\n\n\n390339.19\n\n60411.94\n353359.23\n40240.11\n454011.29\n\n\n4244.75\n10225.04\n23415.26\n30036.83\n46973.99\n\n568919\n\n\n\n编制：wec-11556\n\n\n\n\n\n\n\n\n\n\n复核：\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n表A.0.2-14 人工、材料、施工机械台班单价汇总表\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n建设项目名称：上林县明亮镇江林村坡林庄覃俊桥家至何汉田垌柑橘产业硬化路\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n编制范围：上林县木山乡那良村煤矿路口至大蚕房道路修缮\n\n\n\n\n\n\n\n\n\n\n\n第 1 页\n\n共 2 页\n\n09表\n\n\n序号\n名称\n单位\n代号\n预算单价\n(元)\n备注\n\n序号\n\n名称\n单位\n代号\n\n预算单价\n(元)\n\n备注\n\n\n\n1\n人工\n工日\n1001001\n101.25\n\n\n19\n\n碎石（8cm）最大粒径8cm堆方\nm3\n5505015\n\n67.96\n\n\n\n\n\n2\n机械工\n工日\n1051001\n101.25\n\n\n20\n\n碎石未筛分碎石统料堆方\nm3\n5505016\n\n67.96\n\n\n\n\n\n3\nHPB300钢筋\nt\n2001001\n4346\n\n\n21\n\n32.5级水泥\nt\n5509001\n\n307.69\n\n\n\n\n\n4\n8～12号铁丝镀锌铁丝\nkg\n2001021\n4.36\n\n\n22\n\n42.5级水泥\nt\n5509002\n\n371.68\n\n\n\n\n\n5\n型钢工字钢,角钢\nt\n2003004\n4060\n\n\n23\n\nΦ500mm以内混凝土排水管\nm\n5511007\n\n122.14\n\n\n\n\n\n6\n组合钢模板\nt\n2003026\n4970\n\n\n24\n\n其他材料费\n元\n7801001\n\n1\n\n\n\n\n\n7\n铁件铁件\nkg\n2009028\n4.65\n\n\n25\n\n斗容量0.6m3履带式单斗挖掘机WY60液压\n台班\n8001025\n\n835.87\n\n\n\n\n\n8\n石油沥青\nt\n3001001\n4450\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n26\n\n斗容量1.0m3履带式单斗挖掘机WY100液压\n台班\n8001027\n\n1211.92\n\n\n\n\n\n9\n柴油0号,－10号,－20号\nkg\n3003003\n7.8\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n27\n\n功率120kW以内平地机F155\n台班\n8001058\n\n1209.33\n\n\n\n\n\n10\n煤\nt\n3005001\n561.95\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n28\n\n机械自身质量10～12t光轮压路机3Y-10/12\n台班\n8001080\n\n519.8\n\n\n\n\n\n11\n电\nkW·h\n3005002\n0.59\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n29\n\n机械自身质量12～15t光轮压路机3Y-12/15\n台班\n8001081\n\n596.46\n\n\n\n\n\n12\n水\nm3\n3005004\n2.91\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n30\n\n机械自身质量18～21t光轮压路机3Y-18/21\n台班\n8001083\n\n769.21\n\n\n\n\n\n13\n原木混合规格\nm3\n4003001\n1283.19\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n31\n\n摊铺宽度2.5～4.5m轨道式水泥混凝土摊铺机HTG4500含模轨400m\n台班\n8003077\n\n1343.22\n\n\n\n\n\n14\n锯材中板δ＝19～35mm,中方混合规格\nm3\n4003002\n1504.42\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n32\n\n混凝土电动刻纹机RQF180\n台班\n8003083\n\n249.92\n\n\n\n\n\n15\nPVC塑料管(Φ50mm)Φ50mm\nm\n5001013\n6.41\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n33\n\n电动混凝土切缝机(含锯片摊销费用)SLF\n台班\n8003085\n\n200.32\n\n\n\n\n\n16\n中（粗）砂混凝土、砂浆用堆方\nm3\n5503005\n271.84\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n34\n\n出料容量250L以内强制式混凝土搅拌机JD250\n台班\n8005002\n\n158.74\n\n\n\n\n\n17\n碎石（2cm）最大粒径2cm堆方\nm3\n5505012\n67.96\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n35\n\n出料容量350L以内强制式混凝土搅拌机JD350\n台班\n8005003\n\n187.9\n\n\n\n\n\n18\n碎石（4cm）最大粒径4cm堆方\nm3\n5505013\n67.96\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n36\n\n装载质量8t以内自卸汽车QD351\n台班\n8007014\n\n693.55\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n编制：wec-11556\n\n\n\n\n\n\n\n复核：\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n表A.0.2-14 人工、材料、施工机械台班单价汇总表\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n建设项目名称：上林县明亮镇江林村坡林庄覃俊桥家至何汉田垌柑橘产业硬化路\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n编制范围：上林县木山乡那良村煤矿路口至大蚕房道路修缮\n\n\n\n\n\n\n\n\n\n\n\n第 2 页\n\n共 2 页\n\n09表\n\n\n序号\n名称\n单位\n代号\n预算单价\n(元)\n备注\n\n\n\n\n\n\n\n\n\n\n\n\n\n37\n容量10000L以内洒水汽车YGJ5170GSSJN\n台班\n8007043\n1119.61\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n38\n装载质量1.0t以内机动翻斗车F10A\n台班\n8007046\n211\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n39\n提升质量8t以内汽车式起重机QY8\n台班\n8009026\n714.3\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n40\n小型机具使用费\n元\n8099001\n1\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n41\n定额基价\n元\n1999\n1\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n编制：wec-11556\n\n\n\n\n\n\n\n复核：\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n人工、材料、施工机械台班单价汇总表\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n建设项目名称：上林县明亮镇江林村坡林庄覃俊桥家至何汉田垌柑橘产业硬化路\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n编制范围：上林县木山乡那良村煤矿路口至大蚕房道路修缮\n\n\n\n\n\n\n\n\n\n\n\n\n\n第 1 页\n\n共 2 页\n\n\n09-1表\n\n\n序号\n名称\n单位\n代号\n定额单价\n(元)\n预算单价\n(元)\n\n备注\n\n序号\n\n名称\n单位\n代号\n\n定额单价\n(元)\n\n预算单价\n(元)\n备注\n\n\n\n1\n人工\n工日\n1001001\n106.28\n101.25\n\n\n\n19\n\n碎石（8cm）最大粒径8cm堆方\nm3\n5505015\n\n82.52\n\n67.96\n\n\n\n\n2\n机械工\n工日\n1051001\n106.28\n101.25\n\n\n\n20\n\n碎石未筛分碎石统料堆方\nm3\n5505016\n\n75.73\n\n67.96\n\n\n\n\n3\nHPB300钢筋\nt\n2001001\n3333.33\n4346\n\n\n\n21\n\n32.5级水泥\nt\n5509001\n\n307.69\n\n307.69\n\n\n\n\n4\n8～12号铁丝镀锌铁丝\nkg\n2001021\n4.36\n4.36\n\n\n\n22\n\n42.5级水泥\nt\n5509002\n\n367.52\n\n371.68\n\n\n\n\n5\n型钢工字钢,角钢\nt\n2003004\n3504.27\n4060\n\n\n\n23\n\nΦ500mm以内混凝土排水管\nm\n5511007\n\n122.14\n\n122.14\n\n\n\n\n6\n组合钢模板\nt\n2003026\n4700.85\n4970\n\n\n\n24\n\n其他材料费\n元\n7801001\n\n1\n\n1\n\n\n\n\n7\n铁件铁件\nkg\n2009028\n4.53\n4.65\n\n\n\n25\n\n斗容量0.6m3履带式单斗挖掘机WY60液压\n台班\n8001025\n\n832.45\n\n835.87\n\n\n\n\n8\n石油沥青\nt\n3001001\n4529.91\n4450\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n26\n\n斗容量1.0m3履带式单斗挖掘机WY100液压\n台班\n8001027\n\n1195.01\n\n1211.92\n\n\n\n\n9\n柴油0号,－10号,－20号\nkg\n3003003\n7.44\n7.8\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n27\n\n功率120kW以内平地机F155\n台班\n8001058\n\n1188.74\n\n1209.33\n\n\n\n\n10\n煤\nt\n3005001\n561.95\n561.95\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n28\n\n机械自身质量10～12t光轮压路机3Y-10/12\n台班\n8001080\n\n512.73\n\n519.8\n\n\n\n\n11\n电\nkW·h\n3005002\n0.85\n0.59\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n29\n\n机械自身质量12～15t光轮压路机3Y-12/15\n台班\n8001081\n\n587.09\n\n596.46\n\n\n\n\n12\n水\nm3\n3005004\n2.72\n2.91\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n30\n\n机械自身质量18～21t光轮压路机3Y-18/21\n台班\n8001083\n\n752.93\n\n769.21\n\n\n\n\n13\n原木混合规格\nm3\n4003001\n1283.19\n1283.19\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n31\n\n摊铺宽度2.5～4.5m轨道式水泥混凝土摊铺机HTG4500含模轨400m\n台班\n8003077\n\n1341.03\n\n1343.22\n\n\n\n\n14\n锯材中板δ＝19～35mm,中方混合规格\nm3\n4003002\n1504.42\n1504.42\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n32\n\n混凝土电动刻纹机RQF180\n台班\n8003083\n\n264.8\n\n249.92\n\n\n\n\n15\nPVC塑料管(Φ50mm)Φ50mm\nm\n5001013\n6.41\n6.41\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n33\n\n电动混凝土切缝机(含锯片摊销费用)SLF\n台班\n8003085\n\n210.28\n\n200.32\n\n\n\n\n16\n中（粗）砂混凝土、砂浆用堆方\nm3\n5503005\n87.38\n271.84\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n34\n\n出料容量250L以内强制式混凝土搅拌机JD250\n台班\n8005002\n\n177.86\n\n158.74\n\n\n\n\n17\n碎石（2cm）最大粒径2cm堆方\nm3\n5505012\n88.35\n67.96\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n35\n\n出料容量350L以内强制式混凝土搅拌机JD350\n台班\n8005003\n\n216.42\n\n187.9\n\n\n\n\n18\n碎石（4cm）最大粒径4cm堆方\nm3\n5505013\n86.41\n67.96\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n编制：wec-11556\n\n\n\n\n\n\n\n\n\n复核：\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n人工、材料、施工机械台班单价汇总表\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n建设项目名称：上林县明亮镇江林村坡林庄覃俊桥家至何汉田垌柑橘产业硬化路\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n编制范围：上林县木山乡那良村煤矿路口至大蚕房道路修缮\n\n\n\n\n\n\n\n\n\n\n\n\n\n第 2 页\n\n共 2 页\n\n\n09-1表\n\n\n序号\n名称\n单位\n代号\n定额单价\n(元)\n预算单价\n(元)\n\n备注\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n36\n装载质量8t以内自卸汽车QD351\n台班\n8007014\n680.18\n693.55\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n37\n容量10000L以内洒水汽车YGJ5170GSSJN\n台班\n8007043\n1104.87\n1119.61\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n38\n装载质量1.0t以内机动翻斗车F10A\n台班\n8007046\n212.72\n211\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n39\n提升质量8t以内汽车式起重机QY8\n台班\n8009026\n713.36\n714.3\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n40\n小型机具使用费\n元\n8099001\n1\n1\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n41\n定额基价\n元\n1999\n\n1\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n编制：wec-11556\n\n\n\n\n\n\n\n\n\n复核：\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n表A.0.3-1 分项工程费计算数据表\n\n\n\n\n\n\n\n\n\n\n\n\n\n建设项目名称：上林县明亮镇江林村坡林庄覃俊桥家至何汉田垌柑橘产业硬化路\n\n\n\n\n\n\n\n\n\n\n\n\n\n编制范围：上林县木山乡那良村煤矿路口至大蚕房道路修缮\n\n标准定额库版本号：\n\n\n\n\n校验码：\n\n第 1 页\n共 4 页\n21-1表\n\n\n分项编号/定额\n代号/工料机代号\n项目、定额或工料机的名称\n单位\n\n数量\n\n\n输入单价\n输入金额\n分项组价类型\n或定额子目取费类别\n定额调整情况或分项算式\n\n\n\n1\n路面宽3.5m，总长1158.268m第100章至第700章合计\n\n\n\n\n\n\n\n\n\n\n\n\n200\n清单第200章路基\n\n\n\n\n\n\n\n\n\n\n\n\n203\n挖方路基\n\n\n\n\n\n\n\n\n\n\n\n\n203-1\n路基挖方\n\n\n\n\n\n\n\n\n\n\n\n\n203-1-a\n路基土方开挖\nm3\n\n1223.07\n\n\n3.57\n4366\n\n\n\n\n\n1-1-9-5\n斗容量1.0m3以内挖掘机挖装普通土\n1000m3天然密实方\n\n1.2231\n\n\n3569.62\n4366\n01.土方\n\n\n\n\n204\n填方路基\n\n\n\n\n\n\n\n\n\n\n\n\n204-1\n路基填筑（包括填前压实）\n\n\n\n\n\n\n\n\n\n\n\n\n204-1-a\n路基土方回填\nm3\n\n158.84\n\n\n4.49\n713\n\n\n\n\n\n1-1-18-10\n三、四级公路填方路基，自身质量10～12t光轮压路机碾压土方\n1000m3压实方\n\n0.1588\n\n\n4489.92\n713\n01.土方\n\n\n\n\n204-1-b\n路基平整（填坑平整，压实度≥94%）\nkm\n\n1.158\n\n\n15767.7\n18259\n\n\n\n\n\n1-1-20-6\n机械整修三、四级路边坡\n1km\n\n1.158\n\n\n15767.7\n18259\n01.土方\n\n\n\n\n204-1-c\n路基填筑（压实度≥94%，运输距离1km）\nm3\n\n708.75\n\n\n14.72\n10433\n\n\n\n\n\n1-1-9-4\n斗容量1.0m3以内挖掘机挖装松土\n1000m3天然密实方\n\n0.7088\n\n\n3071.39\n2177\n01.土方\n\n\n\n\n1-1-11-3\n装载质量8t以内自卸汽车运土第一个1km\n1000m3天然密实方\n\n0.7088\n\n\n7158.58\n5074\n03.运输\n\n\n\n\n1-1-18-10\n三、四级公路填方路基，自身质量10～12t光轮压路机碾压土方\n1000m3压实方\n\n0.7088\n\n\n4489.28\n3182\n01.土方\n\n\n\n\n207\n坡面排水\n\n\n\n\n\n\n\n\n\n\n\n\n207-1\nC20混凝土边沟\nm3\n\n135.63\n\n\n620\n84091\n\n\n\n\n\n1-3-4-8\n现浇混凝土截水沟\n10m3实体\n\n13.563\n\n\n6199.96\n84090\n06.构造物Ⅰ\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n300\n清单第300章路面\n\n\n\n\n\n\n\n\n\n\n\n\n300-1\n路面工程\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n编制：wec-11556\n\n\n\n\n\n复核：\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n表A.0.3-1 分项工程费计算数据表\n\n\n\n\n\n\n\n\n\n\n\n\n\n建设项目名称：上林县明亮镇江林村坡林庄覃俊桥家至何汉田垌柑橘产业硬化路\n\n\n\n\n\n\n\n\n\n\n\n\n\n编制范围：上林县木山乡那良村煤矿路口至大蚕房道路修缮\n\n标准定额库版本号：\n\n\n\n\n校验码：\n\n第 2 页\n共 4 页\n21-1表\n\n\n分项编号/定额\n代号/工料机代号\n项目、定额或工料机的名称\n单位\n\n数量\n\n\n输入单价\n输入金额\n分项组价类型\n或定额子目取费类别\n定额调整情况或分项算式\n\n\n\n300-1-a\n碎石垫层压实（压实度≥94%）\nm2\n\n4748.8988\n\n\n11.61\n55135\n\n\n\n\n\n2-1-1-15换\n路面垫层机械铺碎石(压实厚度10cm)\n1000m2\n\n4.7489\n\n\n11610.06\n55135\n04.路面\n实际厚度(cm): 10cm;\n\n\n\n300-1-b\nC25混凝土路面，厚200\nm2\n\n4053.938\n\n\n90.05\n365057\n\n\n\n\n\n2-2-17-3\n摊铺机铺筑混凝土路面厚度20cm(轨道式)\n1000m2路面\n\n4.0539\n\n\n89401.07\n362423\n04.路面\n\n\n\n\n4-11-11-2\n容量350L以内混凝土搅拌机拌和\n10m3\n\n8.1079\n\n\n315\n2554\n06.构造物Ⅰ\n\n\n\n\n4-11-11-20\n装载质量1t以内机动翻斗车运混凝土第一个100m\n100m3\n\n0.0811\n\n\n850.8\n69\n03.运输\n\n\n\n\n300-2\n附属建筑物\n\n\n\n\n\n\n\n\n\n\n\n\n1\n1#错车道\n\n\n\n\n\n\n\n\n\n\n\n\n1-a\n碎石垫层压实（压实度≥94%）\nm2\n\n72.8066\n\n\n11.61\n845\n\n\n\n\n\n2-1-1-15换\n路面垫层机械铺碎石(压实厚度10cm)\n1000m2\n\n0.0728\n\n\n11607.14\n845\n04.路面\n实际厚度(cm): 10cm;\n\n\n\n1-b\nC25混凝土路面，厚200\nm2\n\n63.1175\n\n\n268.77\n16964\n\n\n\n\n\n2-2-17-3\n摊铺机铺筑混凝土路面厚度20cm(轨道式)\n1000m2路面\n\n0.0631\n\n\n89397.78\n5641\n04.路面\n\n\n\n\n2-2-17-3\n摊铺机铺筑混凝土路面厚度20cm(轨道式)\n1000m2路面\n\n0.0631\n\n\n89397.78\n5643\n04.路面\n\n\n\n\n2-2-17-3\n摊铺机铺筑混凝土路面厚度20cm(轨道式)\n1000m2路面\n\n0.0631\n\n\n89397.78\n5643\n04.路面\n\n\n\n\n4-11-11-2\n容量350L以内混凝土搅拌机拌和\n10m3\n\n0.1262\n\n\n316.96\n40\n06.构造物Ⅰ\n\n\n\n\n4-11-11-20\n装载质量1t以内机动翻斗车运混凝土第一个100m\n100m3\n\n0.0013\n\n\n769.23\n1\n03.运输\n\n\n\n\n2\n2#错车道\n\n\n\n\n\n\n\n\n\n\n\n\n2-a\n碎石垫层压实（压实度≥94%）\nm2\n\n51.746\n\n\n11.6\n600\n\n\n\n\n\n2-1-1-15换\n路面垫层机械铺碎石(压实厚度10cm)\n1000m2\n\n0.0517\n\n\n11605.42\n600\n04.路面\n实际厚度(cm): 10cm;\n\n\n\n2-b\nC25混凝土路面，厚200\nm2\n\n44.763\n\n\n90.12\n4034\n\n\n\n\n\n2-2-17-3\n摊铺机铺筑混凝土路面厚度20cm(轨道式)\n1000m2路面\n\n0.0448\n\n\n89397.32\n4005\n04.路面\n\n\n\n\n4-11-11-2\n容量350L以内混凝土搅拌机拌和\n10m3\n\n0.0895\n\n\n312.85\n28\n06.构造物Ⅰ\n\n\n\n\n4-11-11-20\n装载质量1t以内机动翻斗车运混凝土第一个100m\n100m3\n\n0.0009\n\n\n1111.11\n1\n03.运输\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n编制：wec-11556\n\n\n\n\n\n复核：\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n表A.0.3-1 分项工程费计算数据表\n\n\n\n\n\n\n\n\n\n\n\n\n\n建设项目名称：上林县明亮镇江林村坡林庄覃俊桥家至何汉田垌柑橘产业硬化路\n\n\n\n\n\n\n\n\n\n\n\n\n\n编制范围：上林县木山乡那良村煤矿路口至大蚕房道路修缮\n\n标准定额库版本号：\n\n\n\n\n校验码：\n\n第 3 页\n共 4 页\n21-1表\n\n\n分项编号/定额\n代号/工料机代号\n项目、定额或工料机的名称\n单位\n\n数量\n\n\n输入单价\n输入金额\n分项组价类型\n或定额子目取费类别\n定额调整情况或分项算式\n\n\n\n400\n清单第400章桥梁、涵洞\n\n\n\n\n\n\n\n\n\n\n\n\n419\n圆管涵及倒虹吸管涵\n\n\n\n\n\n\n\n\n\n\n\n\n419-1\n单孔钢筋混凝土圆管涵\n\n\n\n\n\n\n\n\n\n\n\n\n419-1-a\n1-φ0.5m圆管涵\nm\n座\n8.5\n1\n\n388.35\n3301\n\n\n\n\n\n1-3-1-1\n人工开挖沟槽土方\n1000m3\n\n0.0109\n\n\n32568.81\n354\n06.构造物Ⅰ\n\n\n\n\n1-1-7-1\n人工夯实填土\n1000m3\n\n0.0076\n\n\n13684.21\n104\n01.土方\n\n\n\n\n1-4-19-2换\nC20混凝土挡土墙\n10m3\n\n0.0947\n\n\n6758.18\n640\n06.构造物Ⅰ\n[5509001] 换 [5509002];\n\n\n\n4-11-5-6换\nC20混凝土垫层,厚30cm\n10m3\n\n0.1412\n\n\n4652.97\n657\n07.构造物Ⅱ\n普C10-32.5-4 换 普C20-32.5-2;[5509001] 换 [5509002];\n\n\n\n1-3-5-13\n铺设混凝土排水管(φ500mm以内)\n100m\n\n0.085\n\n\n18176.47\n1545\n06.构造物Ⅰ\n\n\n\n\n419-1-b\n1-φ0.5m圆管涵\nm\n座\n5\n1\n\n430\n2150\n\n\n\n\n\n1-3-1-1\n人工开挖沟槽土方\n1000m3\n\n0.0064\n\n\n32500\n208\n06.构造物Ⅰ\n\n\n\n\n1-1-7-1\n人工夯实填土\n1000m3\n\n0.0045\n\n\n13777.78\n62\n01.土方\n\n\n\n\n1-4-19-2换\nC20混凝土挡土墙\n10m3\n\n0.0947\n\n\n6758.18\n640\n06.构造物Ⅰ\n[5509001] 换 [5509002];\n\n\n\n4-11-5-6换\nC20混凝土垫层,厚30cm\n10m3\n\n0.0712\n\n\n4648.88\n331\n07.构造物Ⅱ\n普C10-32.5-4 换 普C20-32.5-2;[5509001] 换 [5509002];\n\n\n\n1-3-5-13\n铺设混凝土排水管(φ500mm以内)\n100m\n\n0.05\n\n\n18180\n909\n06.构造物Ⅰ\n\n\n\n\n419-1-c\n1-φ0.5m圆管涵\nm\n座\n7.5\n2\n\n396.13\n2971\n\n\n\n\n\n1-3-1-1\n人工开挖沟槽土方\n1000m3\n\n0.0096\n\n\n32500\n312\n06.构造物Ⅰ\n\n\n\n\n1-1-7-1\n人工夯实填土\n1000m3\n\n0.0067\n\n\n13731.34\n92\n01.土方\n\n\n\n\n1-4-19-2换\nC20混凝土挡土墙\n10m3\n\n0.0947\n\n\n6758.18\n640\n06.构造物Ⅰ\n[5509001] 换 [5509002];\n\n\n\n4-11-5-6换\nC20混凝土垫层,厚30cm\n10m3\n\n0.1212\n\n\n4653.47\n564\n07.构造物Ⅱ\n普C10-32.5-4 换 普C20-32.5-2;[5509001] 换 [5509002];\n\n\n\n1-3-5-13\n铺设混凝土排水管(φ500mm以内)\n100m\n\n0.075\n\n\n18173.33\n1363\n06.构造物Ⅰ\n\n\n\n\n9\n已包含在清单合计中的材料、工程设备、专业工程暂估价合计\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n编制：wec-11556\n\n\n\n\n\n复核：\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n表A.0.3-1 分项工程费计算数据表\n\n\n\n\n\n\n\n\n\n\n\n\n\n建设项目名称：上林县明亮镇江林村坡林庄覃俊桥家至何汉田垌柑橘产业硬化路\n\n\n\n\n\n\n\n\n\n\n\n\n\n编制范围：上林县木山乡那良村煤矿路口至大蚕房道路修缮\n\n标准定额库版本号：\n\n\n\n\n校验码：\n\n第 4 页\n共 4 页\n21-1表\n\n\n分项编号/定额\n代号/工料机代号\n项目、定额或工料机的名称\n单位\n\n数量\n\n\n输入单价\n输入金额\n分项组价类型\n或定额子目取费类别\n定额调整情况或分项算式\n\n\n\n10\n清单合计减去材料、工程设备、专业工程暂估价合计\n\n\n\n\n\n\n\n\n\n\n\n\n11\n计日工合计\n\n\n\n\n\n\n\n\n\n\n\n\n11.1\n劳务\n\n\n\n\n\n\n\n\n\n\n\n\n11.2\n材料\n\n\n\n\n\n\n\n\n\n\n\n\n11.3\n施工机械\n\n\n\n\n\n\n\n\n\n\n\n\n12\n暂列金额（不含计日工总额）\n\n\n\n\n\n\n\n\n\n\n\n\n13\n投标报价\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n编制：wec-11556\n\n\n\n\n\n复核：\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n表A.0.3-2 分项工程预算表\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n编制范围：上林县木山乡那良村煤矿路口至大蚕房道路修缮\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n分项编号：-a\n\n工程名称：路基土方开挖\n\n\n\n\n\n单位：m3\n\n\n数量：1223.07\n\n\n\n\n单价：\n3.57\n第 1 页\n\n\n共 28 页\n\n\n\n21-2表\n\n\n代\n\n\n\n号\n工 程 项 目\n\n\n\n\n挖掘机挖装土、石方\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n合 计\n\n\n\n\n\n\n\n工 程 细 目\n\n\n\n\n斗容量1.0m3以内挖掘机挖装普通土\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n定 额 单 位\n\n\n\n\n1000m3天然密实方\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n工 程 数 量\n\n\n\n\n1.2231\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n定 额 表 号\n\n\n\n\n1～1～9～5\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n工、料、机名称\n\n\n单位\n单价(元)\n定额\n数量\n\n金额(元)\n定额\n\n\n数量\n\n金额(元)\n\n定额\n数量\n\n金额(元)\n数量\n\n金额(元)\n\n\n\n\n1001001\n人工\n\n\n工日\n101.25\n3.1\n3.79\n\n383.9\n\n\n\n\n\n\n\n\n\n\n\n3.79\n\n383.9\n\n\n\n\n8001027\n斗容量1.0m3履带式单斗挖掘机WY100液压\n\n\n台班\n1211.92\n1.98\n2.42\n\n2934.95\n\n\n\n\n\n\n\n\n\n\n\n2.42\n\n2934.95\n\n\n\n\n9999001\n定额基价\n\n\n元\n1\n2696\n3297\n\n3297\n\n\n\n\n\n\n\n\n\n\n\n3297\n\n3297\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n直接费\n\n\n元\n\n\n\n\n3318.85\n\n\n\n\n\n\n\n\n\n\n\n\n\n3318.85\n\n\n\n\n\n措施费\n\nⅠ\n元\n\n3296.97\n0.939\n%\n30.96\n\n\n\n\n\n\n\n\n\n\n\n\n\n30.96\n\n\n\n\n\n\n\nⅡ\n元\n\n3296.97\n0.521\n%\n17.18\n\n\n\n\n\n\n\n\n\n\n\n\n\n17.18\n\n\n\n\n\n企业管理费\n\n\n元\n\n3296.97\n2.747\n%\n90.57\n\n\n\n\n\n\n\n\n\n\n\n\n\n90.57\n\n\n\n\n\n规费\n\n\n元\n\n874.3\n33.5\n%\n292.89\n\n\n\n\n\n\n\n\n\n\n\n\n\n292.89\n\n\n\n\n\n利润\n\n\n元\n\n3435.67\n7.42\n%\n254.93\n\n\n\n\n\n\n\n\n\n\n\n\n\n254.93\n\n\n\n\n\n税金\n\n\n元\n\n4005.38\n9\n%\n360.48\n\n\n\n\n\n\n\n\n\n\n\n\n\n360.48\n\n\n\n\n\n金额合计\n\n\n元\n\n\n\n\n4365.86\n\n\n\n\n\n\n\n\n\n\n\n\n\n4365.86\n\n\n\n\n编制：wec-11556\n\n\n\n\n\n\n\n\n\n\n\n复核：\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n表A.0.3-2 分项工程预算表\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n编制范围：上林县木山乡那良村煤矿路口至大蚕房道路修缮\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n分项编号：-a\n\n工程名称：路基土方回填\n\n\n\n\n\n单位：m3\n\n\n数量：158.84\n\n\n\n\n单价：\n4.49\n第 2 页\n\n\n共 28 页\n\n\n\n21-2表\n\n\n代\n\n\n\n号\n工 程 项 目\n\n\n\n\n填方路基\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n合 计\n\n\n\n\n\n\n\n工 程 细 目\n\n\n\n\n三、四级公路填方路基，自身质量10～12t光轮压路机碾压土方\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n定 额 单 位\n\n\n\n\n1000m3压实方\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n工 程 数 量\n\n\n\n\n0.1588\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n定 额 表 号\n\n\n\n\n1～1～18～10\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n工、料、机名称\n\n\n单位\n单价(元)\n定额\n数量\n\n金额(元)\n定额\n\n\n数量\n\n金额(元)\n\n定额\n数量\n\n金额(元)\n数量\n\n金额(元)\n\n\n\n\n1001001\n人工\n\n\n工日\n101.25\n2.1\n0.33\n\n33.76\n\n\n\n\n\n\n\n\n\n\n\n0.33\n\n33.76\n\n\n\n\n8001058\n功率120kW以内平地机F155\n\n\n台班\n1209.33\n1.47\n0.23\n\n282.3\n\n\n\n\n\n\n\n\n\n\n\n0.23\n\n282.3\n\n\n\n\n8001080\n机械自身质量10～12t光轮压路机3Y-10/12\n\n\n台班\n519.8\n2.8\n0.44\n\n231.12\n\n\n\n\n\n\n\n\n\n\n\n0.44\n\n231.12\n\n\n\n\n9999001\n定额基价\n\n\n元\n1\n3406\n541\n\n541\n\n\n\n\n\n\n\n\n\n\n\n541\n\n541\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n直接费\n\n\n元\n\n\n\n\n547.19\n\n\n\n\n\n\n\n\n\n\n\n\n\n547.19\n\n\n\n\n\n措施费\n\nⅠ\n元\n\n540.92\n0.939\n%\n5.08\n\n\n\n\n\n\n\n\n\n\n\n\n\n5.08\n\n\n\n\n\n\n\nⅡ\n元\n\n540.92\n0.521\n%\n2.82\n\n\n\n\n\n\n\n\n\n\n\n\n\n2.82\n\n\n\n\n\n企业管理费\n\n\n元\n\n540.92\n2.747\n%\n14.86\n\n\n\n\n\n\n\n\n\n\n\n\n\n14.86\n\n\n\n\n\n规费\n\n\n元\n\n126.06\n33.5\n%\n42.23\n\n\n\n\n\n\n\n\n\n\n\n\n\n42.23\n\n\n\n\n\n利润\n\n\n元\n\n563.68\n7.42\n%\n41.83\n\n\n\n\n\n\n\n\n\n\n\n\n\n41.83\n\n\n\n\n\n税金\n\n\n元\n\n654\n9\n%\n58.86\n\n\n\n\n\n\n\n\n\n\n\n\n\n58.86\n\n\n\n\n\n金额合计\n\n\n元\n\n\n\n\n712.86\n\n\n\n\n\n\n\n\n\n\n\n\n\n712.86\n\n\n\n\n编制：wec-11556\n\n\n\n\n\n\n\n\n\n\n\n复核：\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n表A.0.3-2 分项工程预算表\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n编制范围：上林县木山乡那良村煤矿路口至大蚕房道路修缮\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n分项编号：-b\n\n工程名称：路基平整（填坑平整，压实度≥94%）\n\n\n\n\n\n单位：km\n\n\n数量：1.158\n\n\n\n\n单价：\n15767.7\n第 3 页\n\n\n共 28 页\n\n\n\n21-2表\n\n\n代\n\n\n\n号\n工 程 项 目\n\n\n\n\n整修路基\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n合 计\n\n\n\n\n\n\n\n工 程 细 目\n\n\n\n\n机械整修三、四级路边坡\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n定 额 单 位\n\n\n\n\n1km\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n工 程 数 量\n\n\n\n\n1.158\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n定 额 表 号\n\n\n\n\n1～1～20～6\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n工、料、机名称\n\n\n单位\n单价(元)\n定额\n数量\n\n金额(元)\n定额\n\n\n数量\n\n金额(元)\n\n定额\n数量\n\n金额(元)\n数量\n\n金额(元)\n\n\n\n\n1001001\n人工\n\n\n工日\n101.25\n70.7\n81.87\n\n8289.4\n\n\n\n\n\n\n\n\n\n\n\n81.87\n\n8289.4\n\n\n\n\n8001025\n斗容量0.6m3履带式单斗挖掘机WY60液压\n\n\n台班\n835.87\n4\n4.63\n\n3871.75\n\n\n\n\n\n\n\n\n\n\n\n4.63\n\n3871.75\n\n\n\n\n9999001\n定额基价\n\n\n元\n1\n10844\n12557\n\n12557\n\n\n\n\n\n\n\n\n\n\n\n12557\n\n12557\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n直接费\n\n\n元\n\n\n\n\n12161.15\n\n\n\n\n\n\n\n\n\n\n\n\n\n12161.15\n\n\n\n\n\n措施费\n\nⅠ\n元\n\n12557.12\n0.939\n%\n117.91\n\n\n\n\n\n\n\n\n\n\n\n\n\n117.91\n\n\n\n\n\n\n\nⅡ\n元\n\n12557.12\n0.521\n%\n65.42\n\n\n\n\n\n\n\n\n\n\n\n\n\n65.42\n\n\n\n\n\n企业管理费\n\n\n元\n\n12557.12\n2.747\n%\n344.94\n\n\n\n\n\n\n\n\n\n\n\n\n\n344.94\n\n\n\n\n\n规费\n\n\n元\n\n9227.38\n33.5\n%\n3091.17\n\n\n\n\n\n\n\n\n\n\n\n\n\n3091.17\n\n\n\n\n\n利润\n\n\n元\n\n13085.39\n7.42\n%\n970.94\n\n\n\n\n\n\n\n\n\n\n\n\n\n970.94\n\n\n\n\n\n税金\n\n\n元\n\n16751.53\n9\n%\n1507.64\n\n\n\n\n\n\n\n\n\n\n\n\n\n1507.64\n\n\n\n\n\n金额合计\n\n\n元\n\n\n\n\n18259.17\n\n\n\n\n\n\n\n\n\n\n\n\n\n18259.17\n\n\n\n\n编制：wec-11556\n\n\n\n\n\n\n\n\n\n\n\n复核：\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n表A.0.3-2 分项工程预算表\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n编制范围：上林县木山乡那良村煤矿路口至大蚕房道路修缮\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n分项编号：-c\n\n工程名称：路基填筑（压实度≥94%，运输距离1km）\n\n\n\n\n\n单位：m3\n\n\n数量：708.75\n\n\n\n\n单价：\n14.72\n第 4 页\n\n\n共 28 页\n\n\n\n21-2表\n\n\n代\n\n\n\n号\n工 程 项 目\n\n\n\n\n挖掘机挖装土、石方\n\n\n\n自卸汽车运土、石方\n\n\n\n\n\n\n填方路基\n\n\n\n合 计\n\n\n\n\n\n\n\n工 程 细 目\n\n\n\n\n斗容量1.0m3以内挖掘机挖装松土\n\n\n\n装载质量8t以内自卸汽车运土第一个1km\n\n\n\n\n\n\n三、四级公路填方路基，自身质量10～12t光轮压路机碾压土方\n\n\n\n\n\n\n\n\n\n\n\n定 额 单 位\n\n\n\n\n1000m3天然密实方\n\n\n\n1000m3天然密实方\n\n\n\n\n\n\n1000m3压实方\n\n\n\n\n\n\n\n\n\n\n\n工 程 数 量\n\n\n\n\n0.7088\n\n\n\n0.7088\n\n\n\n\n\n\n0.7088\n\n\n\n\n\n\n\n\n\n\n\n定 额 表 号\n\n\n\n\n1～1～9～4\n\n\n\n1～1～11～3\n\n\n\n\n\n\n1～1～18～10\n\n\n\n\n\n\n\n\n\n\n\n工、料、机名称\n\n\n单位\n单价(元)\n定额\n数量\n\n金额(元)\n定额\n\n\n数量\n\n金额(元)\n\n定额\n数量\n\n金额(元)\n数量\n\n金额(元)\n\n\n\n\n1001001\n人工\n\n\n工日\n101.25\n2.7\n1.91\n\n193.77\n\n\n\n\n\n\n\n2.1\n1.49\n\n150.71\n3.4\n\n344.48\n\n\n\n\n8001027\n斗容量1.0m3履带式单斗挖掘机WY100液压\n\n\n台班\n1211.92\n1.7\n1.2\n\n1460.32\n\n\n\n\n\n\n\n\n\n\n\n1.2\n\n1460.32\n\n\n\n\n8001058\n功率120kW以内平地机F155\n\n\n台班\n1209.33\n\n\n\n\n\n\n\n\n\n\n\n1.47\n1.04\n\n1260.04\n1.04\n\n1260.04\n\n\n\n\n8001080\n机械自身质量10～12t光轮压路机3Y-10/12\n\n\n台班\n519.8\n\n\n\n\n\n\n\n\n\n\n\n2.8\n1.98\n\n1031.62\n1.98\n\n1031.62\n\n\n\n\n8007014\n装载质量8t以内自卸汽车QD351\n\n\n台班\n693.55\n\n\n\n\n8.25\n\n\n5.85\n\n4055.6\n\n\n\n\n\n5.85\n\n4055.6\n\n\n\n\n9999001\n定额基价\n\n\n元\n1\n2318\n1643\n\n1643\n5611\n\n\n3977\n\n3977\n\n3406\n2414\n\n2414\n8035\n\n8035\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n直接费\n\n\n元\n\n\n\n\n1654.08\n\n\n\n\n\n4055.6\n\n\n\n\n2442.37\n\n\n8152.06\n\n\n\n\n\n措施费\n\nⅠ\n元\n\n1643.33\n0.939\n%\n15.43\n3977.42\n\n\n0.959\n%\n38.14\n\n2414.37\n0.939\n%\n22.67\n\n\n76.25\n\n\n\n\n\n\n\nⅡ\n元\n\n1643.33\n0.521\n%\n8.56\n3977.42\n\n\n0.154\n%\n6.13\n\n2414.37\n0.521\n%\n12.58\n\n\n27.27\n\n\n\n\n\n企业管理费\n\n\n元\n\n1643.33\n2.747\n%\n45.14\n3977.42\n\n\n1.374\n%\n54.65\n\n2414.37\n2.747\n%\n66.32\n\n\n166.12\n\n\n\n\n\n规费\n\n\n元\n\n437.77\n33.5\n%\n146.65\n592.07\n\n\n33.5\n%\n198.34\n\n562.64\n33.5\n%\n188.49\n\n\n533.48\n\n\n\n\n\n利润\n\n\n元\n\n1712.47\n7.42\n%\n127.07\n4076.33\n\n\n7.42\n%\n302.46\n\n2515.94\n7.42\n%\n186.68\n\n\n616.21\n\n\n\n\n\n税金\n\n\n元\n\n1996.93\n9\n%\n179.72\n4655.33\n\n\n9\n%\n418.98\n\n2919.11\n9\n%\n262.72\n\n\n861.42\n\n\n\n\n\n金额合计\n\n\n元\n\n\n\n\n2176.66\n\n\n\n\n\n5074.31\n\n\n\n\n3181.83\n\n\n10432.8\n\n\n\n\n编制：wec-11556\n\n\n\n\n\n\n\n\n\n\n\n复核：\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n表A.0.3-2 分项工程预算表\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n编制范围：上林县木山乡那良村煤矿路口至大蚕房道路修缮\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n分项编号：207-1\n\n工程名称：C20混凝土边沟\n\n\n\n\n\n单位：m3\n\n\n数量：135.63\n\n\n\n\n单价：\n620\n第 5 页\n\n\n共 28 页\n\n\n\n21-2表\n\n\n代\n\n\n\n号\n工 程 项 目\n\n\n\n\n混凝土边沟、排水沟、截水沟、急流槽\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n合 计\n\n\n\n\n\n\n\n工 程 细 目\n\n\n\n\n现浇混凝土截水沟\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n定 额 单 位\n\n\n\n\n10m3实体\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n工 程 数 量\n\n\n\n\n13.563\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n定 额 表 号\n\n\n\n\n1～3～4～8\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n工、料、机名称\n\n\n单位\n单价(元)\n定额\n数量\n\n金额(元)\n定额\n\n\n数量\n\n金额(元)\n\n定额\n数量\n\n金额(元)\n数量\n\n金额(元)\n\n\n\n\n1001001\n人工\n\n\n工日\n101.25\n14.3\n193.95\n\n19637.53\n\n\n\n\n\n\n\n\n\n\n\n193.95\n\n19637.53\n\n\n\n\n2003026\n组合钢模板\n\n\nt\n4970\n0.03\n0.35\n\n1752.61\n\n\n\n\n\n\n\n\n\n\n\n0.35\n\n1752.61\n\n\n\n\n2009028\n铁件铁件\n\n\nkg\n4.65\n7.8\n105.79\n\n491.93\n\n\n\n\n\n\n\n\n\n\n\n105.79\n\n491.93\n\n\n\n\n3001001\n石油沥青\n\n\nt\n4450\n0.01\n0.18\n\n784.62\n\n\n\n\n\n\n\n\n\n\n\n0.18\n\n784.62\n\n\n\n\n3005004\n水\n\n\nm3\n2.91\n12\n162.76\n\n473.62\n\n\n\n\n\n\n\n\n\n\n\n162.76\n\n473.62\n\n\n\n\n5503005\n中（粗）砂混凝土、砂浆用堆方\n\n\nm3\n271.84\n5\n67.82\n\n18434.83\n\n\n\n\n\n\n\n\n\n\n\n67.82\n\n18434.83\n\n\n\n\n5505012\n碎石（2cm）最大粒径2cm堆方\n\n\nm3\n67.96\n8.36\n113.39\n\n7705.76\n\n\n\n\n\n\n\n\n\n\n\n113.39\n\n7705.76\n\n\n\n\n5509001\n32.5级水泥\n\n\nt\n307.69\n3.21\n43.58\n\n13408.49\n\n\n\n\n\n\n\n\n\n\n\n43.58\n\n13408.49\n\n\n\n\n7801001\n其他材料费\n\n\n元\n1\n16.2\n219.72\n\n219.72\n\n\n\n\n\n\n\n\n\n\n\n219.72\n\n219.72\n\n\n\n\n8005002\n出料容量250L以内强制式混凝土搅拌机JD250\n\n\n台班\n158.74\n0.27\n3.66\n\n581.31\n\n\n\n\n\n\n\n\n\n\n\n3.66\n\n581.31\n\n\n\n\n9999001\n定额基价\n\n\n元\n1\n3997\n54214\n\n54214\n\n\n\n\n\n\n\n\n\n\n\n54214\n\n54214\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n直接费\n\n\n元\n\n\n\n\n63490.42\n\n\n\n\n\n\n\n\n\n\n\n\n\n63490.42\n\n\n\n\n\n措施费\n\nⅠ\n元\n\n21264.43\n0.622\n%\n132.26\n\n\n\n\n\n\n\n\n\n\n\n\n\n132.27\n\n\n\n\n\n\n\nⅡ\n元\n\n54214.36\n1.201\n%\n651.11\n\n\n\n\n\n\n\n\n\n\n\n\n\n651.12\n\n\n\n\n\n企业管理费\n\n\n元\n\n54214.36\n3.587\n%\n1944.67\n\n\n\n\n\n\n\n\n\n\n\n\n\n1944.67\n\n\n\n\n\n规费\n\n\n元\n\n20008.31\n33.5\n%\n6702.78\n\n\n\n\n\n\n\n\n\n\n\n\n\n6702.78\n\n\n\n\n\n利润\n\n\n元\n\n56942.41\n7.42\n%\n4225.13\n\n\n\n\n\n\n\n\n\n\n\n\n\n4225.13\n\n\n\n\n\n税金\n\n\n元\n\n77146.38\n9\n%\n6943.17\n\n\n\n\n\n\n\n\n\n\n\n\n\n6943.17\n\n\n\n\n\n金额合计\n\n\n元\n\n\n\n\n84089.55\n\n\n\n\n\n\n\n\n\n\n\n\n\n84089.55\n\n\n\n\n编制：wec-11556\n\n\n\n\n\n\n\n\n\n\n\n复核：\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n表A.0.3-2 分项工程预算表\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n编制范围：上林县木山乡那良村煤矿路口至大蚕房道路修缮\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n分项编号：-a\n\n工程名称：碎石垫层压实（压实度≥94%）\n\n\n\n\n\n单位：m2\n\n\n数量：4748.8988\n\n\n\n\n单价：\n11.61\n第 6 页\n\n\n共 28 页\n\n\n\n21-2表\n\n\n代\n\n\n\n号\n工 程 项 目\n\n\n\n\n路面垫层\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n合 计\n\n\n\n\n\n\n\n工 程 细 目\n\n\n\n\n路面垫层机械铺碎石(压实厚度10cm)\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n定 额 单 位\n\n\n\n\n1000m2\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n工 程 数 量\n\n\n\n\n4.7489\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n定 额 表 号\n\n\n\n\n2～1～1～15改\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n工、料、机名称\n\n\n单位\n单价(元)\n定额\n数量\n\n金额(元)\n定额\n\n\n数量\n\n金额(元)\n\n定额\n数量\n\n金额(元)\n数量\n\n金额(元)\n\n\n\n\n1001001\n人工\n\n\n工日\n101.25\n0.5\n2.37\n\n240.41\n\n\n\n\n\n\n\n\n\n\n\n2.37\n\n240.41\n\n\n\n\n5505016\n碎石未筛分碎石统料堆方\n\n\nm3\n67.96\n124.46\n591.05\n\n40167.63\n\n\n\n\n\n\n\n\n\n\n\n591.05\n\n40167.63\n\n\n\n\n8001058\n功率120kW以内平地机F155\n\n\n台班\n1209.33\n0.27\n1.28\n\n1550.61\n\n\n\n\n\n\n\n\n\n\n\n1.28\n\n1550.61\n\n\n\n\n8001081\n机械自身质量12～15t光轮压路机3Y-12/15\n\n\n台班\n596.46\n0.23\n1.09\n\n651.48\n\n\n\n\n\n\n\n\n\n\n\n1.09\n\n651.48\n\n\n\n\n8001083\n机械自身质量18～21t光轮压路机3Y-18/21\n\n\n台班\n769.21\n0.44\n2.09\n\n1607.28\n\n\n\n\n\n\n\n\n\n\n\n2.09\n\n1607.28\n\n\n\n\n8007043\n容量10000L以内洒水汽车YGJ5170GSSJN\n\n\n台班\n1119.61\n0.12\n0.57\n\n638.03\n\n\n\n\n\n\n\n\n\n\n\n0.57\n\n638.03\n\n\n\n\n9999001\n定额基价\n\n\n元\n1\n10398\n49381\n\n49381\n\n\n\n\n\n\n\n\n\n\n\n49381\n\n49381\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n直接费\n\n\n元\n\n\n\n\n44855.44\n\n\n\n\n\n\n\n\n\n\n\n\n\n44855.44\n\n\n\n\n\n措施费\n\nⅠ\n元\n\n4620.7\n0.94\n%\n43.43\n\n\n\n\n\n\n\n\n\n\n\n\n\n43.44\n\n\n\n\n\n\n\nⅡ\n元\n\n49380.77\n0.818\n%\n403.93\n\n\n\n\n\n\n\n\n\n\n\n\n\n403.94\n\n\n\n\n\n企业管理费\n\n\n元\n\n49380.77\n2.427\n%\n1198.47\n\n\n\n\n\n\n\n\n\n\n\n\n\n1198.47\n\n\n\n\n\n规费\n\n\n元\n\n879.91\n33.5\n%\n294.77\n\n\n\n\n\n\n\n\n\n\n\n\n\n294.77\n\n\n\n\n\n利润\n\n\n元\n\n51026.62\n7.42\n%\n3786.18\n\n\n\n\n\n\n\n\n\n\n\n\n\n3786.18\n\n\n\n\n\n税金\n\n\n元\n\n50582.22\n9\n%\n4552.4\n\n\n\n\n\n\n\n\n\n\n\n\n\n4552.4\n\n\n\n\n\n金额合计\n\n\n元\n\n\n\n\n55134.62\n\n\n\n\n\n\n\n\n\n\n\n\n\n55134.62\n\n\n\n\n编制：wec-11556\n\n\n\n\n\n\n\n\n\n\n\n复核：\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n表A.0.3-2 分项工程预算表\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n编制范围：上林县木山乡那良村煤矿路口至大蚕房道路修缮\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n分项编号：-b\n\n工程名称：C25混凝土路面，厚200\n\n\n\n\n\n单位：m2\n\n\n数量：4053.938\n\n\n\n\n单价：\n90.05\n第 7 页\n\n\n共 28 页\n\n\n\n21-2表\n\n\n代\n\n\n\n号\n工 程 项 目\n\n\n\n\n普通混凝土\n\n\n\n混凝土搅拌机拌和\n\n\n\n\n\n\n混凝土运输\n\n\n\n合 计\n\n\n\n\n\n\n\n工 程 细 目\n\n\n\n\n摊铺机铺筑混凝土路面厚度20cm(轨道式)\n\n\n\n容量350L以内混凝土搅拌机拌和\n\n\n\n\n\n\n装载质量1t以内机动翻斗车运混凝土第一个100m\n\n\n\n\n\n\n\n\n\n\n\n定 额 单 位\n\n\n\n\n1000m2路面\n\n\n\n10m3\n\n\n\n\n\n\n100m3\n\n\n\n\n\n\n\n\n\n\n\n工 程 数 量\n\n\n\n\n4.0539\n\n\n\n8.1079\n\n\n\n\n\n\n0.0811\n\n\n\n\n\n\n\n\n\n\n\n定 额 表 号\n\n\n\n\n2～2～17～3\n\n\n\n4～11～11～2\n\n\n\n\n\n\n4～11～11～20\n\n\n\n\n\n\n\n\n\n\n\n工、料、机名称\n\n\n单位\n单价(元)\n定额\n数量\n\n金额(元)\n定额\n\n\n数量\n\n金额(元)\n\n定额\n数量\n\n金额(元)\n数量\n\n金额(元)\n\n\n\n\n1001001\n人工\n\n\n工日\n101.25\n66.1\n267.96\n\n27131.23\n1.5\n\n\n12.16\n\n1231.38\n\n\n\n\n\n280.12\n\n28362.62\n\n\n\n\n2001001\nHPB300钢筋\n\n\nt\n4346\n\n0.01\n\n52.85\n\n\n\n\n\n\n\n\n\n\n\n0.01\n\n52.85\n\n\n\n\n2003004\n型钢工字钢,角钢\n\n\nt\n4060\n\n\n\n16.46\n\n\n\n\n\n\n\n\n\n\n\n\n\n16.46\n\n\n\n\n3001001\n石油沥青\n\n\nt\n4450\n0.1\n0.4\n\n1785.95\n\n\n\n\n\n\n\n\n\n\n\n0.4\n\n1785.95\n\n\n\n\n3005001\n煤\n\n\nt\n561.95\n0.02\n0.08\n\n45.56\n\n\n\n\n\n\n\n\n\n\n\n0.08\n\n45.56\n\n\n\n\n3005004\n水\n\n\nm3\n2.91\n30\n121.62\n\n353.91\n\n\n\n\n\n\n\n\n\n\n\n121.62\n\n353.91\n\n\n\n\n4003002\n锯材中板δ＝19～35mm,中方混合规格\n\n\nm3\n1504.42\n0.06\n0.24\n\n365.93\n\n\n\n\n\n\n\n\n\n\n\n0.24\n\n365.93\n\n\n\n\n5503005\n中（粗）砂混凝土、砂浆用堆方\n\n\nm3\n271.84\n93.84\n380.42\n\n103412.82\n\n\n\n\n\n\n\n\n\n\n\n380.42\n\n103412.82\n\n\n\n\n5505013\n碎石（4cm）最大粒径4cm堆方\n\n\nm3\n67.96\n169.32\n686.41\n\n46648.18\n\n\n\n\n\n\n\n\n\n\n\n686.41\n\n46648.18\n\n\n\n\n5509001\n32.5级水泥\n\n\nt\n307.69\n76.91\n311.78\n\n95930.77\n\n\n\n\n\n\n\n\n\n\n\n311.78\n\n95930.77\n\n\n\n\n7801001\n其他材料费\n\n\n元\n1\n265.3\n1075.5\n\n1075.5\n\n\n\n\n\n\n\n\n\n\n\n1075.5\n\n1075.5\n\n\n\n\n8003077\n摊铺宽度2.5～4.5m轨道式水泥混凝土摊铺机HTG4500含模轨400m\n\n\n台班\n1343.22\n0.41\n1.66\n\n2232.56\n\n\n\n\n\n\n\n\n\n\n\n1.66\n\n2232.56\n\n\n\n\n8003083\n混凝土电动刻纹机RQF180\n\n\n台班\n249.92\n7.22\n29.27\n\n7314.95\n\n\n\n\n\n\n\n\n\n\n\n29.27\n\n7314.95\n\n\n\n\n8003085\n电动混凝土切缝机(含锯片摊销费用)SLF\n\n\n台班\n200.32\n2.5\n10.14\n\n2031.01\n\n\n\n\n\n\n\n\n\n\n\n10.14\n\n2031.01\n\n\n\n\n8005003\n出料容量350L以内强制式混凝土搅拌机JD350\n\n\n台班\n187.9\n\n\n\n\n0.26\n\n\n2.11\n\n396.1\n\n\n\n\n\n2.11\n\n396.1\n\n\n\n\n8007043\n容量10000L以内洒水汽车YGJ5170GSSJN\n\n\n台班\n1119.61\n1.48\n6\n\n6717.4\n\n\n\n\n\n\n\n\n\n\n\n6\n\n6717.4\n\n\n\n\n8007046\n装载质量1.0t以内机动翻斗车F10A\n\n\n台班\n211\n\n\n\n\n\n\n\n\n\n\n\n2.94\n0.24\n\n50.3\n0.24\n\n50.3\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n编制：wec-11556\n\n\n\n\n\n\n\n\n\n\n\n复核：\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n表A.0.3-2 分项工程预算表\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n编制范围：上林县木山乡那良村煤矿路口至大蚕房道路修缮\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n分项编号：-b\n\n工程名称：C25混凝土路面，厚200\n\n\n\n\n\n单位：m2\n\n\n数量：4053.938\n\n\n\n\n单价：\n90.05\n第 8 页\n\n\n共 28 页\n\n\n\n21-2表\n\n\n代\n\n\n\n号\n工 程 项 目\n\n\n\n\n普通混凝土\n\n\n\n混凝土搅拌机拌和\n\n\n\n\n\n\n混凝土运输\n\n\n\n合 计\n\n\n\n\n\n\n\n工 程 细 目\n\n\n\n\n摊铺机铺筑混凝土路面厚度20cm(轨道式)\n\n\n\n容量350L以内混凝土搅拌机拌和\n\n\n\n\n\n\n装载质量1t以内机动翻斗车运混凝土第一个100m\n\n\n\n\n\n\n\n\n\n\n\n定 额 单 位\n\n\n\n\n1000m2路面\n\n\n\n10m3\n\n\n\n\n\n\n100m3\n\n\n\n\n\n\n\n\n\n\n\n工 程 数 量\n\n\n\n\n4.0539\n\n\n\n8.1079\n\n\n\n\n\n\n0.0811\n\n\n\n\n\n\n\n\n\n\n\n定 额 表 号\n\n\n\n\n2～2～17～3\n\n\n\n4～11～11～2\n\n\n\n\n\n\n4～11～11～20\n\n\n\n\n\n\n\n\n\n\n\n工、料、机名称\n\n\n单位\n单价(元)\n定额\n数量\n\n金额(元)\n定额\n\n\n数量\n\n金额(元)\n\n定额\n数量\n\n金额(元)\n数量\n\n金额(元)\n\n\n\n\n9999001\n定额基价\n\n\n元\n1\n59053\n239394\n\n239394\n216\n\n\n1749\n\n1749\n\n625\n51\n\n51\n241194\n\n241194\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n直接费\n\n\n元\n\n\n\n\n295115.08\n\n\n\n\n\n1627.49\n\n\n\n\n50.31\n\n\n296792.88\n\n\n\n\n\n措施费\n\nⅠ\n元\n\n47219.44\n0.94\n%\n443.86\n1748.78\n\n\n0.622\n%\n10.88\n\n50.71\n0.959\n%\n0.49\n\n\n455.23\n\n\n\n\n\n\n\nⅡ\n元\n\n239394.05\n0.818\n%\n1958.24\n1748.78\n\n\n1.201\n%\n21\n\n50.71\n0.154\n%\n0.08\n\n\n1979.32\n\n\n\n\n\n企业管理费\n\n\n元\n\n239394.05\n2.427\n%\n5810.09\n1748.79\n\n\n3.587\n%\n62.73\n\n50.72\n1.374\n%\n0.7\n\n\n5873.52\n\n\n\n\n\n规费\n\n\n元\n\n32233.63\n33.5\n%\n10798.27\n1444.83\n\n\n33.5\n%\n484.02\n\n24.14\n33.5\n%\n8.09\n\n\n11290.37\n\n\n\n\n\n利润\n\n\n元\n\n247606.25\n7.42\n%\n18372.38\n1843.4\n\n\n7.42\n%\n136.78\n\n51.98\n7.42\n%\n3.86\n\n\n18513.02\n\n\n\n\n\n税金\n\n\n元\n\n332497.92\n9\n%\n29924.81\n2342.9\n\n\n9\n%\n210.86\n\n63.51\n9\n%\n5.72\n\n\n30141.39\n\n\n\n\n\n金额合计\n\n\n元\n\n\n\n\n362422.74\n\n\n\n\n\n2553.76\n\n\n\n\n69.23\n\n\n365045.73\n\n\n\n\n编制：wec-11556\n\n\n\n\n\n\n\n\n\n\n\n复核：\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n表A.0.3-2 分项工程预算表\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n编制范围：上林县木山乡那良村煤矿路口至大蚕房道路修缮\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n分项编号：-a\n\n工程名称：碎石垫层压实（压实度≥94%）\n\n\n\n\n\n单位：m2\n\n\n数量：72.8066\n\n\n\n\n单价：\n11.61\n第 9 页\n\n\n共 28 页\n\n\n\n21-2表\n\n\n代\n\n\n\n号\n工 程 项 目\n\n\n\n\n路面垫层\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n合 计\n\n\n\n\n\n\n\n工 程 细 目\n\n\n\n\n路面垫层机械铺碎石(压实厚度10cm)\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n定 额 单 位\n\n\n\n\n1000m2\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n工 程 数 量\n\n\n\n\n0.0728\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n定 额 表 号\n\n\n\n\n2～1～1～15改\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n工、料、机名称\n\n\n单位\n单价(元)\n定额\n数量\n\n金额(元)\n定额\n\n\n数量\n\n金额(元)\n\n定额\n数量\n\n金额(元)\n数量\n\n金额(元)\n\n\n\n\n1001001\n人工\n\n\n工日\n101.25\n0.5\n0.04\n\n3.69\n\n\n\n\n\n\n\n\n\n\n\n0.04\n\n3.69\n\n\n\n\n5505016\n碎石未筛分碎石统料堆方\n\n\nm3\n67.96\n124.46\n9.06\n\n615.76\n\n\n\n\n\n\n\n\n\n\n\n9.06\n\n615.76\n\n\n\n\n8001058\n功率120kW以内平地机F155\n\n\n台班\n1209.33\n0.27\n0.02\n\n23.77\n\n\n\n\n\n\n\n\n\n\n\n0.02\n\n23.77\n\n\n\n\n8001081\n机械自身质量12～15t光轮压路机3Y-12/15\n\n\n台班\n596.46\n0.23\n0.02\n\n9.99\n\n\n\n\n\n\n\n\n\n\n\n0.02\n\n9.99\n\n\n\n\n8001083\n机械自身质量18～21t光轮压路机3Y-18/21\n\n\n台班\n769.21\n0.44\n0.03\n\n24.64\n\n\n\n\n\n\n\n\n\n\n\n0.03\n\n24.64\n\n\n\n\n8007043\n容量10000L以内洒水汽车YGJ5170GSSJN\n\n\n台班\n1119.61\n0.12\n0.01\n\n9.78\n\n\n\n\n\n\n\n\n\n\n\n0.01\n\n9.78\n\n\n\n\n9999001\n定额基价\n\n\n元\n1\n10398\n757\n\n757\n\n\n\n\n\n\n\n\n\n\n\n757\n\n757\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n直接费\n\n\n元\n\n\n\n\n687.63\n\n\n\n\n\n\n\n\n\n\n\n\n\n687.63\n\n\n\n\n\n措施费\n\nⅠ\n元\n\n70.83\n0.94\n%\n0.67\n\n\n\n\n\n\n\n\n\n\n\n\n\n0.67\n\n\n\n\n\n\n\nⅡ\n元\n\n757\n0.818\n%\n6.19\n\n\n\n\n\n\n\n\n\n\n\n\n\n6.19\n\n\n\n\n\n企业管理费\n\n\n元\n\n757\n2.427\n%\n18.37\n\n\n\n\n\n\n\n\n\n\n\n\n\n18.37\n\n\n\n\n\n规费\n\n\n元\n\n13.49\n33.5\n%\n4.52\n\n\n\n\n\n\n\n\n\n\n\n\n\n4.52\n\n\n\n\n\n利润\n\n\n元\n\n782.24\n7.42\n%\n58.04\n\n\n\n\n\n\n\n\n\n\n\n\n\n58.04\n\n\n\n\n\n税金\n\n\n元\n\n775.42\n9\n%\n69.79\n\n\n\n\n\n\n\n\n\n\n\n\n\n69.79\n\n\n\n\n\n金额合计\n\n\n元\n\n\n\n\n845.21\n\n\n\n\n\n\n\n\n\n\n\n\n\n845.21\n\n\n\n\n编制：wec-11556\n\n\n\n\n\n\n\n\n\n\n\n复核：\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n表A.0.3-2 分项工程预算表\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n编制范围：上林县木山乡那良村煤矿路口至大蚕房道路修缮\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n\n分项编号：-b\n\n工程名称：C25混凝土路面，厚200\n\n\n\n\n\n单位：m2\n\n\n数量：63.1175\n\n\n\n\n单价：\n268.77\n第 10 页\n\n\n共 28 页\n\n\n\n21-2表\n\n\n代\n\n\n\n号\n工 程 项 目\n\n\n\n\n普通混凝土\n\n\n\n普通混凝土\n\n\n\n\n\n\n普通混凝土\n\n\n\n混凝土搅拌机拌和\n\n\n\n\n\n\n\n工 程 细 目\n\n\n\n\n摊铺机铺筑混凝土路面厚度20cm(轨道式)\n\n\n\n摊铺机铺筑混凝土路面厚度20cm(轨道式)\n\n\n\n\n\n\n摊铺机铺筑混凝土路面厚度20cm(轨道式)\n\n\n\n容量350L以内混凝土搅拌机拌和\n\n\n\n\n\n\n\n定 \n
投标 / 标书制作要点（原创）
本道路修缮涉及「招标采购公告」，投标方需重点关注：① 营业执照经营范围须含招标采购公告或对应服务类目；② 提供同类项目业绩证明；③ 报价方案与售后响应须明确；④ 紧盯投标截止与开标节点，建议提前完成标书制作与盖章。当地项目常要求本地化服务能力与快速响应，务必在投标文件中凸显。
标书制作联系冯经理：17551026086
