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1、哈达铺隧道日成本核算汇总表日期：2010/5/13项目名称产值支 出材料开挖出碴拌合站加工组罐车衬砌工费机修工费固定费用小计右一28777.0132023056.3532.957749259.217856右二0.00000000右三0.00000000右线仰拱铺底0.0000000000右二衬183986.17114675027508536.45281281.684464横通道左一34743.0211639173.12706.4139938748.834868左二0.000.00.00000左三0.000.00.00000左线仰拱铺底0.0000000000左二衬0.0000000材料采管费1
2、265.221265后勤47004700临建摊销4月平均20002000其它4月平均30003000折旧4月平均19001900机具摊销4月平均310310租赁4月平均37003700配件4月平均350350油料4月平均37003700电费4月平均32003200冬季施工措施费500500台车摊销26142614管理费（20%）含税金及上交49501.249501小计247506.0105511.012229.43239.3946.01687.02750.08536.52289.676740.4213929.0日盈亏33577哈哈达达铺铺出出口口一一班班日日成成本本核核算算报报表表里程DyK2
3、36+2010.5.13上进尺0.6m中进尺1.2m下进尺m仰拱回填m部位材料名称延米定额单位施工应耗量实耗量实耗金额施工应耗实耗单价节超金额成本价(每米）备注立拱（上）I20工钢16.8m10.0810.098315390.00152.390256022连接筋12m7.28.2108-113.112-1315732套管24.6m14.76014.818.467273454超前导管71.75m43.051683806-12522.656-28321626超前锚杆0m000013.11200砂浆锚杆46.13m27.6812.316115.413.112202605中空锚杆46.13m27.68
4、0027.7226091015垫板22.21块13.3313.336504.90109网片54.74kg32.8437.4164-4.54.4-20241每榀6张钢板54.07kg32.4432.4415904.90265螺栓螺母13.33套800821627锚固剂92.2kg55.3240.88214.5229184锁脚23.92m14.3512.3602.14.910117立拱（中）I20工钢12.5m15.0014.944522770.00152.390190522连接筋8.4m10.19.841290.313.112411032套管0m000018.46700锚杆36m43.29.22
5、51213413.112446472垫板17块20.40020.44.910083网片36.49kg43.842.721881.14.45161锁脚23.92m28.718.459010.34.950117螺栓螺母13.3套16001623227锚固剂70.92kg85.120.44164.72129142钢板36.05kg43.343.321204.90177立拱（下）I20工钢13.5m0.00000.00152.390205722连接筋9.6m000013.112012632套管0m000018.46700锚杆31m000013.1120406垫板17块00004.9083网片45.61
6、kg00004.40201锁脚21m00004.90103螺栓螺母13.3套00002027锚固剂54.71kg000020109钢板32.2kg00004.90158喷浆（上）水泥1.7t1.023.01682-2.0560-1120952超4.3m3砂2.46m31.484.4345-2.979-229194米石1.99m31.193.5279-2.379-182157速凝剂84.85kg50.91204.0306-153.11.5-230127二三项料54.16元32.5032.513354喷浆（中）水泥1.26t1.511.58450.05600706砂1.82m32.182.2173
7、0.0790144米石1.48m31.781.81400.0791117速凝剂62.8kg75.36153.0230-77.61.5-11694二三项料40.09元4804814840喷浆（下）水泥1.37t00.000.05600767砂1.98m300.000.0790156米石1.61m300.000790127速凝剂68.31kg00.0001.50102二三项料43.605元0001044开挖工费元3056.2524拌合站工费元加工组元出碴元暂按10.2元/m3罐车元0暂按22元/m3日产值（设计）元28776.961V级初支30181元/m哈哈达达铺铺出出口口一一班班日日成成本本核
8、核算算报报表表里程DyK236+2010.5.13上进尺0.6m中进尺1.2m下进尺m仰拱回填m部位材料名称延米定额单位施工应耗量实耗量实耗金额施工应耗实耗单价节超金额成本价(每米）备注哈哈达达铺铺出出口口二二班班日日成成本本核核算算报报表表里程DyK236+2010.5.8上进尺1.2m中进尺1.2m下进尺1.2m仰拱回填m部位材料名称延米定额单位施工应耗量实耗量实耗金额施工应耗实耗单价节超金额成本价(每米）备注立拱（上）I20工钢16.8m0.00000.00152.390256022连接筋1.7m000013.11202232套管24.6m00018.4670454超前导管68.33m0
9、00022.65601548超前锚杆0m00013.11200砂浆锚杆46.13m000013.1120605中空锚杆46.13m00002201015垫板22.21块00004.90109网片54.74kg00.0004.40241每榀6张钢板54.07kg00004.90265螺栓螺母13.33套00002027锚固剂92.2kg000020184锁脚23.92m00004.90117立拱（中）I20工钢12.5m0.00000.00152.390190522连接筋7.2m000013.11209432套管0m000018.46700锚杆30m000013.1120393垫板15块0000
10、4.9074网片36.49kg00004.40161锁脚23.92m00004.90117螺栓螺母13.3套00002027锚固剂63.83kg000020128钢板36.05kg00004.90177立拱（下）I20工钢13.5m0.00000.00152.390205722连接筋9.6m000013.112012632套管0m000018.46700锚杆31m000013.1120406垫板17块00004.9083网片45.61kg00004.40201锁脚21m00004.90103螺栓螺母13.3套00002027锚固剂54.71kg000020109钢板32.2kg00004.90
11、158喷浆（上）水泥1.7t00.0005600952超耗6.8m3砂2.46m300.000790194米石1.99m300.000790157速凝剂84.85kg00.0001.50127二三项料54.16元0001054喷浆（中）水泥1.26t00.0005600706砂1.82m300.000790144米石1.48m300.000790117速凝剂62.8kg00.0001.5094二三项料40.09元0001040喷浆（下）水泥1.37t00.0005600767砂1.98m300.000790156米石1.61m300.000790127速凝剂68.31kg00.0001.501
12、02二三项料43.605元0001044仰拱喷射砼水泥1.14t00005600638节约10.8m3砂1.66m30000790131米石1.34m30000790106速凝剂57.11kg00001.5086I20工钢9.12m0000100.450916连接筋0m000013.11200砂浆锚杆24.6m000013.1120323螺栓螺母0套000200C20回填水泥0.91t00005600510节约3.1m3粉煤灰225.54kg00000.32072砂2.03m30000790160卵碎石3.15m30000790249高效减水剂12.46kg00004050C35钢筋砼仰拱水泥
13、1.03t00005600577粉煤灰257.04kg00000.32082砂1.55m30000790122哈哈达达铺铺出出口口二二班班日日成成本本核核算算报报表表里程DyK236+2010.5.8上进尺1.2m中进尺1.2m下进尺1.2m仰拱回填m部位材料名称延米定额单位施工应耗量实耗量实耗金额施工应耗实耗单价节超金额成本价(每米）备注卵碎石2.53m30000790200高效减水剂12.88kg0000405220钢筋175.23kg00004.40771IV级无14钢筋79.82kg00004.403518钢筋23.46kg00004.40103土工布、防水板11m200031.520
14、347背贴式止水带9m000130117中埋式止水带9m000130117钢边止水带0m00003000二衬砼水泥4.45t39.60543.37524290-3.8560-21282492超耗10.96m3粉煤灰1114.77kg9921.453108753480-953.50.32-305357砂6.89m361.32167.2457025312-5.979-466544卵碎石10.31m391.759100.557627944-8.879-695814高效减水剂55.61kg494.929542.52170-47.64-19022220钢筋423.8kg3771.823771.82165
15、9604.40186514钢筋204.58kg1820.7621820.762801104.409008钢筋60.42kg537.738537.738236604.4026650管2.81m252519507.802280管2m17.817.810706012土工布、防水板25m2222.50222.513.53004338背贴式止水带3.0337079m2727351013039中埋式止水带3.0337079m2727324012036开挖工费元拌合站工费元加工组元出碴元暂按10.2元/m3罐车元暂按22元/m3日产值（设计）元183986.05V级初支30181元/mC35钢筋砼仰拱哈哈达
16、达铺铺出出口口二二班班日日成成本本核核算算报报表表里程DyK236+2010.5.8上进尺1.2m中进尺1.2m下进尺1.2m仰拱回填m部位材料名称延米定额单位施工应耗量实耗量实耗金额施工应耗实耗单价节超金额成本价(每米）备注哈哈达达铺铺出出口口三三班班日日成成本本核核算算报报表表里程DyK237+2010.4.16上进尺0.7m中进尺0.7m下进尺0.7m仰拱回填m部位材料名称延米定额单位施工应耗量实耗量实耗金额施工应耗实耗单价节超金额成本价(每米）备注立拱（上）I20工钢14.4m0.00000.00152.390219422连接筋1.5m000013.11202032套管21.09m00
17、018.4670389超前导管58.57m000022.65601327超前锚杆0m00013.11200砂浆锚杆39.54m000013.1120518中空锚杆39.54m0000220870垫板19.04块00004.9093网片73.98kg00.0004.40326每榀6张钢板46.35kg00004.90227螺栓螺母11.43套00002023锚固剂79.03kg000020158锁脚20.5m00004.90100立拱（中）I20工钢10.7m0.00000.00152.390163122连接筋7m000013.11209232套管0m000018.46700锚杆26m00001
18、3.1120341垫板13块00004.9064网片40.3kg00004.40177锁脚20.5m00004.90100螺栓螺母11.4套00002023锚固剂54.71kg000020109钢板30.9kg00004.90151立拱（下）I20工钢11.6m0.00000.00152.390176822连接筋9.4m000013.112012332套管0m000018.46700锚杆26m000013.1120341垫板15块00004.9074网片39.1kg00004.40172锁脚18m00004.9088螺栓螺母11.4套00002023锚固剂46.9kg00002094钢板27.
19、6kg00004.90135喷浆（上）水泥1.7t00.0005600952超耗4.8m3砂2.46m300.000790194米石1.99m300.000790157速凝剂84.85kg00.0001.50127二三项料54.16元0001054喷浆（中）水泥1.26t00.0005600706砂1.82m300.000790144米石1.48m300.000790117速凝剂62.8kg00.0001.5094二三项料40.09元0001040喷浆（下）水泥1.37t00.0005600767砂1.98m300.000790156米石1.61m300.000790127速凝剂68.31kg
20、00.0001.50102二三项料43.605元0001044开挖工费元拌合站工费元加工组元出碴元暂按10.2元/m3罐车元暂按22元/m3日产值（设计）元0V级初支30181元/m哈哈达达铺铺出出口口三三班班日日成成本本核核算算报报表表里程DyK237+2010.4.16上进尺0.7m中进尺0.7m下进尺0.7m仰拱回填m部位材料名称延米定额单位施工应耗量实耗量实耗金额施工应耗实耗单价节超金额成本价(每米）备注哈哈达达铺铺出出口口日日成成本本核核算算报报表表（左左线线）里程DyK2372010.5.13上进尺2.6m中进尺部位材料名称延米定额单位施工应耗量实耗量立拱（上）格栅拱架592.66
21、m592.66592.6622连接筋17.7m46.0230.7532套管0m0超前导管26.81m69.71147超前锚杆0m00砂浆锚杆24.84m64.5873.8中空锚杆21.29m55.350垫板14.19块36.8936.89网片77.82kg202.33107.9角钢34.01kg88.4388.43螺栓螺母9.23套2416锚固剂72.02kg187.2581.6锁脚11.04m28.749.2立拱（中）I20工钢9.8m0022连接筋7.2m0032套管0m00锚杆26m00垫板9块00网片42.13kg00锁脚17.57m00螺栓螺母11.4套00锚固剂17.37kg00钢
22、板30.9kg00立拱（下）格栅拱架279.16m279.16279.1622连接筋8.8m22.8820.532套管0m00锚杆12m31.212.3垫板7块18.212.3网片25.94kg67.4467.445锁脚9m23.424.6螺栓螺母6.2套1616锚固剂25.25kg65.6561.2钢板7.43kg19.3219.32喷浆（上）水泥2.8t7.287.4砂4.07m310.5810.7米石3.29m38.558.7速凝剂139.98kg363.95408.0二三项料89.35元232.31喷浆（中）水泥1.11t00.0砂1.66m300.0米石1.49m300.0速凝剂43
23、.48kg00.0二三项料36.72元0喷浆（下）水泥1.35t3.513.5砂1.96m35.15.1米石1.58m34.114.1速凝剂67.36kg175.14357.0二三项料36.72元95.47开挖工费元拌合站工费元加工组元出碴元罐车元日产值（设计）元仰拱喷射砼进尺m喷砼盘正洞进尺上台阶进尺2.6中台阶进尺间距1.3间距0.7仰拱回填进尺仰拱回填进尺1二衬进尺材料名称规格型号单位上台阶中台阶进尺进尺实耗数量报表数量实耗数量钢拱架I20榀2592.66钢拱架I20榀0钢筋网8张16107.912连接筋22根3030.75超前锚杆22根0超前排管40根147砂浆锚杆22根2473.8中
24、空锚杆根锁脚锚杆22根1649.2喷浆料盘4815.6672速凝剂包8408锚固剂箱481.6炸药kg93.693.6毫秒雷管发210210电雷管44导爆索0喷浆（下）喷浆机配件风钻配件风镐配件钻头个0钻杆根0拱架螺栓套1616铁丝kg0扎丝kg0电焊条kg0高压风管0球阀0锚杆垫片3232.8工具劳保用品二衬砼m30仰拱砼m30回填砼m30铺底砼m30看大小拌合机合计工区提供工区提供仰拱开挖2500开挖项目单价数量金额上挖25142.0123550.3中挖2500下挖25105.1442628.6立拱3251.3333333 433.33333上喷浆10010.968776 1096.877
25、6中喷浆10000下喷浆1005.32012532锚杆、小导管4233.1932小计：9173.1109拌合站仰拱回填砼600项目部单价数量金额上喷浆615.667294中喷浆600下喷浆67.507245小计139I12上喷3.695253榀I12下喷2.115I16上喷I16上喷4.28649I16中喷I16下喷2.4534I16下喷I20上喷4.87773加工组I20下喷2.7918拱架43000格栅钢架5600.968542网片5000.17535788锚杆4300.256578110超前导管3500.56448198超前锚杆35000小计938加工组仰拱拱架43000m下进尺2.6m
26、仰拱回填m实耗金额施工应耗实耗单价节超金额成本价(每米）备注29040.004.90290440315.313.1122012320018.467003330-77.322.656-17516070013.11200968-9.213.112-121326055.422121946818104.907047594.44.4415342每榀6张43304.9016732821618163105.72211144241-20.54.9-1005400152.39014930013.1120940018.467000013.1120341007.42067004.40185004.908600202
27、30020350013.410414136804.9013682692.413.112311150018.4670016118.913.112248157605.94.9293429704.40114121-14.9-54432020121224.529519504.90364124-0.1560-561568超0.2m34cm+20%回弹845-0.179-8322683-0.179-8260612-44.11.5-662100232.312328900.056006224cm+20%回弹00.079013100.079011800.01.506500103719760.056007564c
28、m+20%回弹4050.0790155哈哈达达铺铺出出口口日日成成本本核核算算报报表表（左左线线）3270790125536-181.91.5-273101095.5196379173.11091399382520.9912暂按10.2元/m30暂按22元/m334742.994V级初支30181元/m衬砌m速凝剂包下台阶进尺2.6间距1.3下台阶进尺报表实耗数量报表02279.1601067.445175.35702020.551.25001470412.386.10824.673.80237.507223.1744073577650361.2142.8093.60210040中台阶0161
29、601212.3网片规格每张重（kg）2*1.17.865.322*1.28.225.562*1.39.366.342*1.49.726.582*1.510.867.362*1.611.227.62.2*1.612.42.2*1.913.592.2*0.53.712*16.722*0.85.21看大小拌合机3.852942.7475762.20922哈哈达达铺铺出出口口日日成成本本核核算算报报表表（左左线线）里程DyK2372010.5.13上进尺2.6m中进尺部位材料名称延米定额单位施工应耗量实耗量立拱（上）格栅拱架700.48m700.48022连接筋17.7m0032套管0m0超前导管2
30、6.81m00超前锚杆0m00砂浆锚杆24.84m00中空锚杆21.29m00垫板14.19块00网片51.88kg00.0角钢34.01kg00螺栓螺母9.23套00锚固剂72.02kg00锁脚11.04m00立拱（中）I20工钢9.8m0022连接筋7.2m0032套管0m00锚杆26m00垫板9块00网片48.18kg00锁脚17.57m00螺栓螺母11.4套00锚固剂17.37kg00钢板30.9kg00立拱（下）格栅拱架328.98m328.98022连接筋8.8m0032套管0m00锚杆12m00垫板7块00网片25.94kg00锁脚9m00螺栓螺母6.2套00锚固剂25.25kg
31、00钢板7.43kg00喷浆（上）水泥2.8t00.0砂4.07m300.0米石3.29m300.0速凝剂139.98kg00.0二三项料89.35元0喷浆（中）水泥1.11t00.0砂1.66m300.0米石1.49m300.0速凝剂43.48kg00.0二三项料36.72元0喷浆（下）水泥1.35t00.0砂1.96m300.0米石1.58m300.0速凝剂67.36kg00.0二三项料36.72元0仰拱喷射砼水泥1.1t00砂1.6m300米石1.3m300速凝剂55.23kg00I16工钢8.7m00连接筋8.7m00螺栓螺母16套00C20回填水泥0.86t00粉煤灰214.2kg0
32、0砂1.83m300卵碎石2.98m300高效减水剂11.86kg00C35钢筋砼仰拱水泥1.01t00粉煤灰252kg00砂1.52m300卵碎石2.48m300高效减水剂12.63kg0020钢筋175.23kg0014钢筋79.82kg008钢筋23.46kg00土工布、防水板11m20背贴式止水带9m0中埋式止水带9m0钢边止水带0m00二衬砼水泥3.61t00粉煤灰904.8kg00砂5.59m300卵碎石8.37m300高效减水剂45.14kg0020钢筋401.83kg0014钢筋198.11kg008钢筋58.3kg0050管2.50m0080管2m00土工布、防水板25m20
33、0背贴式止水带2.5m00中埋式止水带2.5m00开挖工费元拌合站工费元加工组元出碴元罐车元日产值（设计）元喷浆（下）仰拱喷射砼进尺m喷砼盘正洞进尺上台阶进尺中台阶进尺间距1.3间距0.7仰拱回填进尺仰拱回填进尺1二衬进尺材料名称规格型号单位上台阶中台阶进尺进尺实耗数量报表数量实耗数量钢拱架格栅拱架榀0钢拱架I20榀0钢筋网8张0连接筋22根0超前锚杆22根0超前排管40根砂浆锚杆22根0中空锚杆根锁脚锚杆22根0喷浆料盘0速凝剂包0锚固剂箱0炸药kg0毫秒雷管发0电雷管0导爆索0喷浆机配件风钻配件风镐配件钻头个0钻杆根0拱架螺栓套0铁丝kg0扎丝kg0电焊条kg0高压风管0球阀0锚杆垫片0工
34、具劳保用品二衬砼m30仰拱砼m30回填砼m30铺底砼m30看大小拌合机合计工区提供工区提供仰拱开挖2500开挖项目单价数量金额上挖2500中挖2500下挖2500立拱32500上喷浆10000中喷浆10000下喷浆10000锚杆、小导管400小计：0拌合站仰拱回填砼600项目部单价数量金额上喷浆600中喷浆600下喷浆600小计0I12上喷3.695253榀I12下喷2.115I16上喷I16上喷4.28649I16中喷I16下喷2.4534I16下喷I20上喷4.87773加工组I20下喷2.7918拱架43000格栅钢架56000网片50000锚杆43000超前导管35000超前锚杆350
35、00小计0加工组仰拱拱架43000m下进尺2.6m仰拱回填m实耗金额施工应耗实耗单价节超金额成本价(每米）备注0700.004.9343034320013.11202320018.467000022.65606070013.112000013.112032600220468004.9070004.40228每榀6张004.901670020180020144004.905400152.39014930013.1120940018.467000013.1120341007.42067004.40212004.90860020230020350013.41041403294.91612161200
36、13.11201150018.467000013.1120157007.42052004.40114004.9044002.650160020510013.41010000.056001568超4m34cm+20%回弹0079032200790260001.5021000108900.056006224cm+20%回弹00.079013100.079011800.01.506500103700.056007564cm+20%回弹00.0790155哈哈达达铺铺出出口口日日成成本本核核算算报报表表（左左线线）00790125001.50101001037005600616节约8m30079012
37、600790103001.508300100.4508740013.1120114002032005600482超耗5.9m3000.320690079014500790235004047005600566000.320810079012000790196004051V级一般V级加强004.40771IV级无153.41189.35004.4035149.7367.65004.4010319.9119.910031.52034700130117001301170030000056002022000.3202900079044200790661V级一般004018118钢筋325.89004.4
38、0176812钢筋175.92004.408728钢筋58.3004.40257007.80200060120013.50338001303300120300000暂按10.2元/m30暂按22元/m32862.69V级初支30181元/m衬砌m速凝剂包下台阶进尺间距1.3下台阶进尺报表实耗数量报表00000000000000000000000000000000000中台阶00网片规格每张重（kg）2*1.17.865.322*1.28.225.562*1.39.366.342*1.49.726.582*1.510.867.362*1.611.227.62.2*1.612.42.2*1.913
39、.592.2*0.53.712*16.722*0.85.213.852942.7475762.20922看大小拌合机V级加强20钢筋401.8314钢筋198.118钢筋58.3哈哈达达铺铺出出口口日日成成本本核核算算报报表表（左左线线）里程DyK2372010.1.22上进尺1.8m中进尺部位材料名称延米定额单位施工应耗量实耗量立拱（上）I16工钢16.4m0.00022连接筋15.9m0032套管0m00超前导管0m00超前锚杆0m0砂浆锚杆41m00中空锚杆0m00垫板22.78块00网片68.9kg00.0钢板38.05kg00螺栓螺母17.78套00锚固剂28.37kg00锁脚9.1
40、1m00立拱（中）I20工钢9.8m0022连接筋7.2m0032套管0m00锚杆26m00垫板9块00网片42.13kg00锁脚17.57m00螺栓螺母11.4套00锚固剂17.37kg00钢板30.9kg00立拱（下）I16工钢14m0022连接筋10.3m0032套管0m00锚杆35m00垫板18块00网片60.18kg00锁脚18m00螺栓螺母11.4套00锚固剂20.84kg00钢板30.9kg00喷浆（上）水泥2.05t00.0砂3.13m300.0米石2.53m300.0速凝剂107.87kg00.0二三项料68.85元0喷浆（中）水泥1.11t00.0砂1.66m300.0米石
41、1.49m300.0速凝剂43.48kg00.0二三项料36.72元0喷浆（下）水泥1.43t00.0砂2.08m300.0米石1.68m300.0速凝剂71.43kg00.0二三项料48.654元0开挖工费元拌合站工费元加工组元出碴元罐车元日产值（设计）元仰拱喷射砼进尺m喷砼盘正洞进尺上台阶进尺中台阶进尺间距0.9间距0.7仰拱回填进尺仰拱回填进尺1二衬进尺材料名称规格型号单位上台阶中台阶进尺进尺实耗数量报表数量实耗数量钢拱架I16榀0钢拱架I20榀0钢筋网8张0连接筋22根0超前锚杆22根0超前排管40根砂浆锚杆22根0中空锚杆根锁脚锚杆22根0喷浆料盘0速凝剂包0锚固剂箱0炸药kg0毫秒
42、雷管发0电雷管0导爆索0喷浆（下）喷浆机配件风钻配件风镐配件钻头个0钻杆根0拱架螺栓套0铁丝kg0扎丝kg0电焊条kg0高压风管0球阀0锚杆垫片0工具劳保用品二衬砼m30仰拱砼m30回填砼m30铺底砼m30看大小拌合机合计工区提供工区提供仰拱开挖2500开挖项目单价数量金额上挖2500中挖2500下挖2500立拱32500上喷浆10000中喷浆10000下喷浆10000锚杆、小导管400小计：0拌合站仰拱回填砼600项目部单价数量金额上喷浆600中喷浆600下喷浆600小计0I12上喷3.695253榀I12下喷2.115I16上喷I16上喷4.28649I16中喷I16下喷2.4534I16
43、下喷I20上喷4.87773加工组I20下喷2.7918拱架43000网片50000锚杆43000超前导管35000超前锚杆35000小计0加工组仰拱拱架43000m下进尺1.4m仰拱回填m实耗金额施工应耗实耗单价节超金额成本价(每米）备注00.00100.45016470013.11202080018.467000022.656000013.112000013.1120538002200007.420169004.40303每榀6张004.901860020360020570013.112011900152.39014930013.1120940018.467000013.112034100
44、7.42067004.40185004.90860020230020350013.41041400100.45014060013.11201350018.467000013.1120459007.420134004.40265004.9088002.650300020420013.41041400.056001148超9.1m34cm+20%回弹0079024700790200001.5016200106900.056006224cm+20%回弹00.079013100.079011800.01.506500103700.056008014cm+20%回弹00.0790164哈哈达达铺铺出出口口日日成成本本核核算算报报表表（左左线线）00790133001.501070010490000暂按10.2元/m30暂按22元/m30V级初支30181元/m衬砌m速凝剂包下台阶进尺间距0.7下台阶进尺报表实耗数量报表000000000000000000000000000000000中台阶0000网片规格每张重（kg）2*1.17.862*1.28.222*1.39.362*1.49.722*1.510.862*1.611.222.2*1.612.42.2*1.913.592.2*0.53.712*16.722*0.85.21看大小拌合机3.852942.7475762.20922