2021年公路工程造价工程师案例分析.pdf

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1、案例题甲 1 一、必答题（四个、50 分）1、施工定额编制（10 分）一、工人挖路基土方，土壤为普通土，挖1m3 需消耗基本时间为80 分钟，辅助工作时间占工作班连续时间的 2%，准备与结束工作时间占工作班连续时间的3%，不可避免的中断时间占工作班连续时间的1%，休息时间占工作班连续时间的15%。问题：1.计算该工人挖普通土劳动定额的时间定额2.计算该人工挖普通土的劳动定额的产量定额参考答案：1.时间定额建设完成1m3 普通土开挖需要的工作班延续时间为x 则：X=80+2%X+3%X+1%X+15%X X=80(1-2%-2%-1%_15%)=100（分钟）若每日按8 小时计算，则人工挖1m3

2、 普通土需要的时间定额为：X 60 8=10060 8=（工日/m3）2.产量定额产量定额=1时间定额=1=（m3/工日）2、工程量计算（路基、路面）（10 分）二、某高速公路路基土石方工程，计算挖土方600000m3，其中松土140000m3，普通土460000m3，开炸石方50000m3，利用土方填方（普土、天然密实方）400000，利用石方填方（天然密实方）45000m3，计有填方600000m3。利用土方平均运距。该项目施工企业计划用2m3 的装载机装土方。问题：1.计算路基设计断面方数量？2 计算利用方数量？3 计算计算方数量？4 计算借方数量？5 计算弃方数量？6.列出该路基利用土

3、方装载和运输的预算定额工程细目名称、单位、定额代号、数量及调整系数。参考答案：1、路基设计断面方数量：600000+50000+400000+600000=1650000（m3）2、利用方数量：400000+45000=393741（m3）3、计价方数量：1=125659（m3）4、借方数量：600000-393741=206259（m3）5、弃方数量：600000+50000-400000-45000=205000（m3）6 工程细目定额代号单位数量定额调整或系数135KW 内推土机第一个 20m 普通土1-1-12-14 1000 400 2m3 内装载机装土方1-1-12-2 1000

4、400 8t 内自卸车运土第一个 1km 1-1-11-9 1000 400 8t 内自卸车运土曾（5km 内）1-1-11-10 1000 400 注：第一条定额1-1-12-14不考虑亦算正确。3、材料、机械台班预算单价（材料、机械台班）（15 分）三、某液压夯实机台背补强机械设备原价70 万元，运杂费3 万元。折旧按6 年进行平均折旧，大修理费按折旧费的10%计算，参照装载机的经常修理费率.由于天气等原因，该机械的年有效工作时间为200个工作台班计算。每个台班的安装拆卸及辅助设施费为30 元。每台班柴油用量为200kg，人工数为3个。柴油单价为元/kg，人工按元/工日计。问该机械台班单价

5、为多少？答：1、不变费用折旧费设备原价=70+3=73 万元折旧费=73/6*10000=121600元大修理费大修理费按折旧费的10%计算=121600*10%=12160元经常修理费经常修理费=大修理费*经常修理费率=12160*=34656元安装拆卸及辅助设施费每个台班的安装拆卸及辅助设施费取30 元年工作台班的不变费用（121600+12160+34656）/200+30=元2、可变费用油燃料费每台班柴油用量*油料单位=200*=1752 元人工费没台班人工数*人工单价=*3=元养路费及车船使用税参照装载机的养路费及车船使用税元则可变费用=1752+=元3、台班单价每台班的单价费用为+

6、=元4、设计与施工方案技术经济分析（15 分）四、某桥梁工程上部构造为18*30m 预应力 T 梁，上部构造施工有两种方案可供选择。方案 A 为现场预制 T 梁，方案 B 为购买半成品T 梁。已知：每片T 梁土方量为25m3，每孔桥由6 片梁组成。半成品T梁的购买单价为20000 元/片，运输费为40 元/m3。现场预制梁混泥土拌合站安拆及场地处理费为50 万元，预制底座费用为40000 元/个，现场混泥土预制费用为400元/m3，现场预制其他费用为2 万元/月，每片梁预制周期为10 天。问题：假设T 梁预制工期为8 个月，请从经济角度比较A、B 两个方案的优劣。参考答案：1.预制底座数量的计

7、算T 形梁片数的计算：18*6=108片T 形梁混泥土数量的计算：108*25=2700m3 T 梁预制周期为10 天，8 个月工期每个底座可预制8*3=24片预制底座数量的计算：10824=个因此，应设置5 个底座。文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P

8、9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L

9、7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K

10、7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L

11、3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:

12、CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K

13、10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M1

14、0 HR5P9F1X2L7 ZE2K7T4F4L32.A.、B 方案的经济性比较A 方案的费用计算：500000*40000+2700*400+20000*8=1940000元B 方案的费用计算：（20000+40*25）*108=2680000元因为方案B 费用高于A 方案费用，因此，从经济角度比较，A 方案优于B 方案。二、选答题（五选二，每题25 分）1、建设项目投资方案经经济分析五、某桥梁工程上部构造为18*30m 预应力 T 梁，上部构造施工有两种方案可供选择。方案 A 为现场预制 T 梁，方案 B 为购买半成品T 梁。已知：每片T 梁土方量为25m3，每孔桥由6 片梁组成。半成品T

15、梁的购买单价为20000 元/片，运输费为40 元/m3。现场预制梁混泥土拌合站安拆及场地处理费为50 万元，预制底座费用为40000 元/个，现场混泥土预制费用为400元/m3，现场预制其他费用为2 万元/月，每片梁预制周期为10 天。问题：假设 T 梁预制工期为8 个月，请从经济角度比较A、B 两个方案的优劣。参考答案：预制底座数量的计算T 形梁片数的计算：18*6=108片T 形梁混泥土数量的计算：108*25=2700m3 T 梁预制周期为10 天，8 个月工期每个底座可预制8*3=24片预制底座数量的计算：10824=个因此，应设置5 个底座。A.、B 方案的经济性比较A 方案的费用

16、计算：500000*40000+2700*400+20000*8=1940000元B 方案的费用计算：（20000+40*25）*108=2680000元因为方案B 费用高于A 方案费用，因此，从经济角度比较，A 方案优于B 方案。2、造价文件的编制和审查（桥梁和隧道）六、某预应力混泥土连续梁桥，桥跨组合为50+4*80+50.基础为钻孔灌注桩，采用回旋钻施工，桥墩为每排三根共6 根的桩，桥台为8 根的桩。承台尺寸为*。除桥台为干处施工外，其余均为水中施工（水深 4-5m）。混泥土均要求采用集中拌合、泵送施工，水上混泥土施工考录搭便桥的方法，便桥费不计。问题：请根据上述材料列出该桥梁基础工程造

17、价所涉及的辅助工程项目的设置及辅助工程量，需要时应列式计算或文字说明。（计算结果均取三位小数）参考答案：1.钻孔灌注桩护筒数量的确定根据钻孔土质情况，拟定桥台钻孔桩的护筒长度平均为。其重量为：8*2*2*=根据钻孔土质情况，你定桥墩钻孔桩的护筒长度平均为。其重量按150kg/m2计算为：6*5*8*=2、水中施工钻孔工作平台数量的确定根据承台平面尺寸，拟定工作平台尺寸为10*25m，其面积为：10*25*5=1250m2 3、承台采用钢套箱施工，按低柱承台考虑，钢套箱高度按高出水面计算，其重量按150kg/m2计算为：（8+20）*2*=231t 3、合同管理（计量支付、工程索赔、工程价款结算

18、）文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:

19、CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K

20、10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M1

21、0 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P

22、9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L

23、7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K

24、7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3七、xx 公路工程业主与承包人签订了工程承包合同，合同约定工程期600 天，每天前一天奖励万，每推迟一天罚款万元，当施工到120 天时，监理工程师对某种工程材料检验，

25、发现材料质量不合格，由此造成承包人整个工程停工10 天，此后工程进行到200 天时，业主提出变更设计，又造成承包人部分工程停工 20 天。全部工程停工一天损失3 万元，部分工程停工一天损失万元。经承包人加班加点赶工，最终工期 607 天。问题：根据上述背景情况分析说明承包人在何种合同规定下，通过何种办法，能够争取到多少补偿。参考答案：根据建设工程一般施工合同条件的规定，由于材料不合格造成的停工所发生的费用，不予补偿。由于业主提出设计变更造成部分工程停工所发生的费用应予补偿，最终竣工工期比合同约定工期提前三天，应按合同规定给予奖励。因此，承包人可得到的补偿为：20*7*=（万元）4、工程量清单编

26、制（15 分）八、某桥梁工程招标文件图纸的桥梁上部工程数量表内容如下：结构名称预制 C50 混泥土横梁现浇C50 整体化混泥土C50 现浇整体化混泥土R235 钢筋HR335 钢筋R235 定位钢筋单位（m3）（m3）（m3）kg kg kg 数量7808 28534 696 招标文件技术规范为公路工程国内招标文件规范2009 年版，工程量清单格式如下：子目编号子目名称单价数量单价合价403-3 上部结构钢筋-a 光圆钢筋（HPB235、HPB300）kg-b 带肋钢筋（HRB335、HRB400）kg 403-4 附属结构钢筋-a 光圆钢筋（HPB235、HPB300）kg-b 带肋钢筋（H

27、RB335、HRB400）kg.410-3 上部结构混泥土-e C50 预制混泥土m3 410-5 上部结构现浇整体化混泥土-d C50 现浇整体化混泥土m3 文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5

28、K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M

29、10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5

30、P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2

31、L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2

32、K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4

33、L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3问题：请

34、按桥梁上部上部结构数量表标注的工程量填写公路工程标准施工招标文件（2009 年版）中的清单中的工程量。参考答案：子目编号子目名称单价数量单价合价403-3 上部结构钢筋7808-a 光圆钢筋（HPB235、HPB300）kg 28534-b 带肋钢筋（HRB335、HRB400）kg 403-4 附属结构钢筋-a 光圆钢筋（HPB235、HPB300）kg-b 带肋钢筋（HRB335、HRB400）kg.410-3 上部结构混泥土-e C50 预制混泥土m3 410-5 上部结构现浇整体化混泥土-d C50 现浇整体化混泥土m3 5、施工管理可考虑项目标后预算、成本预算的编制九、某二级公路编制

35、清单预算，100 樟、200 章、300 章及 400 章费用分别为400 万，1000 万、500万及 800 万，其中暂估价分别为200 万、100 万、100 万和 150 万。计日工不计，暂列金额按10%计入，其中200 章浆砌片石挡土墙只要工程数量见下表。项目名称单位数量浆砌片石基础m3 800 浆砌片石墙面m3 2000 水泥砂浆抹面m3 300 基坑开挖土方（干处）m3 900 问题：请列出浆砌片石挡土墙该子目涉及的相关定额代号及调整说明，且计算出该项目清单预算总金额。参考答案：列出浆砌片石挡土墙该子目涉及的相关定额代号项目名称单位数量定额号定额调整说明浆砌片石基础10m3 80

36、 5-1-15-5 M5 调整浆砌片石墙面10m3 200 5-1-15-7 M5 调整水泥砂浆抹面100m3 3 4-11-6-17 基坑开挖土方1000m3 4-1-1-1 文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文

37、档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG

38、1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10

39、L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10

40、HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F

41、1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7

42、ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T

43、4F4L3（干处）该项目清单预算总金额：100-400章合计（400+1000+500+800）=2700 万元暂估价合计（200+100+100+150）=550 万元暂列金额（2700-550）*10%=215万元清单预算总金额：2700+215=2915万元文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3

44、文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:C

45、G1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K1

46、0L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10

47、 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9

48、F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7

49、 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3文档编码:CG1P5K10L1M10 HR5P9F1X2L7 ZE2K7T4F4L3