《东岭隧道每月生产砼统计砼结算清单2014221-228.xls》由会员分享，可在线阅读，更多相关《东岭隧道每月生产砼统计砼结算清单2014221-228.xls（1935页珍藏版）》请在taowenge.com淘文阁网|工程机械CAD图纸|机械工程制图|CAD装配图下载|SolidWorks_CaTia_CAD_UG_PROE_设计图分享下载上搜索。
1、2013.5.15名称 水泥单价金额砂单价金额瓜米石单价金额1-3碎石单价金额减水剂单价金额合计混凝土C20配合比量3160.43135.888658446.8821914021.9087514590.636.322.817.70312.98328.63混凝土C15配合比量2950.43126.858298444.9321514021.5085914588.975.62.815.68297.92312.82混凝土C25配合比量3370.43144.918508446.0621814021.8086614589.696.742.818.87321.34337.41混凝土C25配合比量4340.4
2、3186.626888437.2954514054.5054314556.246.742.818.87353.52371.19混凝土C30配合比量3980.43171.148538446.2320914020.9083014585.9611.942.833.43357.66375.55混凝土C35配合比量3950.43169.858268444.7621214021.2085014588.047.92.822.12345.97363.272013.7.15名称 水泥单价金额砂单价金额瓜米石单价金额1-3碎石单价金额减水剂单价金额合计混凝土C20配合比量3160.43135.888658446.
3、8821913521.1287515093.756.322.817.70315.32331.09混凝土C15配合比量2950.43126.858298444.9321513520.7385915092.045.62.815.68300.22315.24混凝土C25配合比量3370.43144.918508446.0621813521.0286615092.796.742.818.87323.65339.84混凝土C25配合比量4340.43186.626888437.2954513552.5554315058.186.742.818.87353.51371.18混凝土C30配合比量3980.4
4、3171.148538446.2320913520.1583015088.9311.942.833.43359.88377.88混凝土C35配合比量3950.43169.858268444.7621213520.4485015091.077.92.822.12348.25365.662013.8.15名称 水泥单价金额砂单价金额瓜米石单价金额1-3碎石单价金额减水剂单价金额合计混凝土C20配合比量3160.43135.8886513072.5521913521.1287515093.756.322.817.70340.99358.04混凝土C15配合比量2950.43126.858291306
5、9.5321513520.7385915092.045.62.815.68324.83341.07混凝土C25配合比量3370.43144.9185013071.2921813521.0286615092.796.742.818.87348.88366.32混凝土C25配合比量4340.43186.6268813057.7054513552.5554315058.186.742.818.87373.93392.62混凝土C30配合比量3980.43171.1485313071.5420913520.1583015088.9311.942.833.43385.20404.46混凝土C35配合比量
6、3950.43169.8582613069.2821213520.4485015091.077.92.822.12372.76391.402013.8.15名称 水泥单价金额砂单价金额瓜米石单价金额1-3碎石单价金额减水剂单价金额合计混凝土C20配合比量3160.43135.8886514882.5921912519.5587512578.136.322.817.70333.85350.54混凝土C15配合比量2950.43126.8582914879.1621512519.2085912576.705.62.815.68317.58333.46混凝土C25配合比量3370.43144.918
7、5014881.1621812519.4686612577.326.742.818.87341.73358.82混凝土C25配合比量4340.43186.6268814865.6954512548.6654312548.486.742.818.87368.33386.74混凝土C30配合比量3980.43171.1485314881.4520912518.6683012574.1111.942.833.43378.79397.73混凝土C35配合比量3950.43169.8582614878.8721212518.9385012575.897.92.822.12365.66383.94揭博项目
8、东岭隧道进口第一班组搅拌站出仓报表施工单位；外队2012.10.26-2013.8.15日期名称C15C20C25C30C35 水 泥砂瓜米石1-3碎石减水剂备注配合比混凝土C20配合比量3168652198756.32混凝土C15配合比量2958292158595.6混凝土C25配合比量3378502188666.74混凝土C25配合比量4346885455436.74钢筋棚用混凝土C30配合比量39885320983011.94混凝土C35配合比量3958262128507.92012.10.26-2012.11.15C2023072680198950503702012501453.620
9、12.11.16-2012.12.15C2022.37046.819289.54883.719512.5140.9362012.12.16-2013.1.15C252.8943.62380610.42424.818.8722013.1.16-2013.2.15C20119.137635.6103021.526082.9104212.5752.7122013.1.16-2013.2.15C2557.8519495.4549172.512611.350098.1389.9092013.2.16-2013.3.15C2024.5774221192.55365.521437.5154.842013.3
10、.16-2013.4.15C2026.28279.2226635737.822925165.5842013.3.16-2013.4.15C25391314333150850233774262.862013.3.16-2013.4.15C357.52962.561951590637559.252013.4.16-2013.5.15C20111.335170.896274.524374.797387.5703.4162013.4.16-2013.5.15C25128.243203.410897027947.6111021.2864.0682013.5.16-2013.6.15C20190.2601
11、03.216452341653.81664251202.0642013.5.16-2013.6.15C2515.95358.3135153466.213769.4107.1662013.6.15-2013.7.15C2028690376247390626342502501807.522013.6.15-2013.7.15C2511.13740.794352419.89612.674.8142013.7.16-2013.8.15C2021969204189435479611916251384.082013.7.16-2013.8.15C352.811062312.8593.6238022.122
12、013.8.16-2013.9.15C15308850248706450257701682013.8.16-2013.9.15C2026784372230955584732336251687.442013.8.16-2013.9.15C251447181190030521212494.362013.8.16-2013.9.15C30281114423884585223240334.322013.8.16-2013.9.15C35150.559447.5124313319061279251188.95合计301495.6268.8528160.8646722.051703791.3432537.
13、31727164.113036.881吨/立方646.721099.22308.961233.6913.04揭博项目东岭隧道进口第一班组搅拌站出仓报表汇总用料单位；路基队2013年9月30日日期C15单价金额C20单价金额C25单价金额C30单价金额C35单价金额2012.10.26-2012.11.15230328.6375584.902012.11.16-2012.12.1522.3328.637328.452012.12.16-2013.1.152.8371.191039.332013.1.16-2013.2.15119.1328.6339139.8357.85371.1921473.3
14、42013.2.16-2013.3.1524.5328.638051.442013.3.16-2013.4.1526.2328.638610.1139371.1914476.417.5363.272724.532013.4.16-2013.5.15111.3328.6336576.52128.2371.1947586.562013.5.16-2013.6.15190.2328.6362505.4315.9371.195901.922013.6.16-2013.7.15286331.0994691.7411.1371.194120.212013.7.16-2013.8.15219358.0478
15、410.762.8365.661023.852013.8.16-2013.9.1530341.0710232.1267358.0495596.6814371.195196.6628404.4611324.88150.5391.458905.70合计3010232.11495.6506495.85268.8599794.432811324.88160.862654.07累计690501.33揭博项目东岭隧道进口第一班组搅拌站出仓报表施工单位；外队2012.10.26-2012.11.15日期车数名称C20C25C35 水 泥砂瓜米石1-3碎石减水剂备注配合比喷浆C20配合比量426850940混
16、凝土C20配合比量2808501030临建混凝土C20配合比量3168542198756.322013.1.23开始混凝土C25配合比量418695290840混凝土C25配合比量3378502188666.742013.1.23开始混凝土C25配合比量35573110977.2钢筋棚用混凝土C35配合比量3958262128507.9412087普C2062173605270063860412118普C2065182005525066950412124普C203495202890035020412134普C202878402380028840412172普C20925207650927041
17、2183普C202672802210026780412211普C206168051006180合计230644001955000236900吨/立方64.4126.130.00171.67揭博项目东岭隧道进口第一班组搅拌站出仓报表施工单位；外队2012.11.16-2012.12.15日期车数名称C20C25C35 水 泥砂瓜米石1-3碎石减水剂备注配合比喷浆C20配合比量426850940混凝土C20配合比量2808501030临建混凝土C20配合比量3168542198756.322013.1.23开始混凝土C25配合比量418695290840混凝土C25配合比量337850218866
18、6.742013.1.23开始混凝土C25配合比量35573110977.2钢筋棚用混凝土C35配合比量3958262128507.9412471C206168051006180412501C206168051006180412531C205.5154046755665412581C204.8134440804944合计22.3624418955022969吨/立方6.24412.230.0016.64揭博项目东岭隧道进口第一班组搅拌站出仓报表施工单位；外队2013.12.16-2013.1.15日期车数名称C20C25C35 水 泥砂瓜米石1-3碎石减水剂备注配合比喷浆C20配合比量4268
19、50940混凝土C20配合比量2808501030临建混凝土C20配合比量3168542198756.322013.1.23开始混凝土C25配合比量418695290840混凝土C25配合比量3378502188666.742013.1.23开始混凝土C25配合比量35573110977.2钢筋棚用混凝土C35配合比量3958262128507.92013.1.14C252.81170.419468122352合计2.81170.419468122352吨/立方1.17041.260.591.70揭博项目东岭隧道进口第一班组搅拌站出仓报表施工单位；外队2013.1.16-2013.2.15日期
20、车数名称C20C25C35 水 泥砂瓜米石1-3碎石减水剂备注配合比喷浆C20配合比量426850940混凝土C20配合比量2808501030临建混凝土C20配合比量3168542198756.322013.1.23开始混凝土C25配合比量418695290840混凝土C25配合比量3378502188666.742013.1.23开始混凝土C25配合比量35573110977.2钢筋棚用混凝土C35配合比量3958262128507.92013.1.161C2041120340041202013.1.176C254.251776.52953.751232.53570用装载机2013.1.1
21、810C20471316039950484102013.1.201C203.2896272032962013.1.211C203.2896272032962013.1.222C205.51540467556652013.1.226C254.82006.4333613924032用装载机2013.1.232C201.8568.81537.2394.2157511.3762013.1.236C254.81617.640801046.44156.832.352用装载机2013.1.244C2018.85940.816055.24117.216450118.8162013.1.252C20103160
22、85402190875063.22013.1.2810C258269668001744692853.92用装载机2013.1.292C2526741700436173213.48用装载机2013.1.302C2010316085402190875063.22013.1.314C253.21078.42720697.62771.221.5682013.1.315C204.514223843985.53937.528.442013.2.13C25310112550654259820.222013.2.21C2513378502188666.742013.2.35C2526.8951419590.8
23、29399.6192.96钢筋棚用2013.2.33C202.4758.42049.6525.6210015.1682013.2.51C205.5173846971204.54812.534.762013.2.64C203.21011.22732.8700.8280020.224合计119.1 57.8556082.1146040.349127.9140616696.424吨/立方56.0894.2235.60101.900.70揭博项目东岭隧道进口第一班组搅拌站出仓报表施工单位；外队2013.2.16-2013.3.15日期车数名称C20C25C35 水 泥砂瓜米石1-3碎石减水剂备注配合比
24、喷浆C20配合比量426850940混凝土C20配合比量3168542198756.32混凝土C25配合比量3378502188666.74混凝土C35配合比量3958262128507.92013.2.281C203.511062989766.53062.522.122013.3.62C2010316085402190875063.22013.3.123C2011347693942409962569.52合计24.57742209235365.521437.5154.84吨/立方7.7413.503.8915.530.15揭博项目东岭隧道进口第一班组搅拌站出仓报表施工单位；外队2013.3.
25、16-2013.4.15日期车数名称C20C25C35 水 泥砂瓜米石1-3碎石减水剂备注配合比喷浆C20配合比量426850940混凝土C20配合比量3168542198756.32混凝土C25配合比量3378502188666.74混凝土C35配合比量3958262128507.92013.3.182C357.52962.561951590637559.252013.3.224C25413483400872346426.962013.4.84C25413483400872346426.962013.4.133C2517572914450370614722114.582013.4.147C2
26、020.26383.217250.84423.817675127.6642013.4.152C206189651241314525037.922013.4.153C251447181190030521212494.36合计26.2397.524384.761719.815829.863074487.694吨/立方24.3839.8211.4745.710.49揭博项目东岭隧道进口第一班组搅拌站出仓报表施工单位；外队2013.4.16-2013.5.15日期车数名称C20C25C35 水 泥砂瓜米石1-3碎石减水剂备注配合比喷浆C20配合比量426850940混凝土C20配合比量31685421
27、98756.32混凝土C25配合比量3378502188666.74混凝土C25配合比量4346885455436.74钢筋棚用混凝土C35配合比量3958262128507.92013.4.173C253.21078.42720697.62771.221.5682013.4.212C2518606615300392415588121.32料仓2013.4.222C205158042701095437531.6碎石场2013.4.222C256202251001308519640.44搅拌站2013.4.232C206189651241314525037.92碎石场2013.4.255C205
28、158042701095437531.6碎石场2013.4.273C2526876222100566822516175.24搅拌站料仓2013.4.285C2020632017080438017500126.4碎石场2013.5.31C205.5173846971204.54812.534.76k110+4422013.5.43C2520674017000436017320134.8料仓2013.5.53C252611284178881417014118175.24钢筋棚用2013.5.64C2016505613664350414000101.12碎石场2013.5.75C2551685425
29、01090433033.7骨架K110+465-5102013.5.83C2524808820400523220784161.76钢筋棚用2013.5.93C201547401281032851312594.82013.5.131C206189651241314525037.92碎石场2013.5.135C2029916424766635125375183.282013.5.144C203.81200.83245.2832.2332524.016合计111.3 128.280896.2199808.260824.3200010.7 1567.484吨/立方80.90128.9144.08144
30、.941.57揭博项目东岭隧道进口第一班组搅拌站出仓报表施工单位；外队2013.5.16-2013.6.15日期车数名称C20C25C35 水 泥砂瓜米石1-3碎石减水剂备注混凝土C20配合比量3168542198756.32混凝土C25配合比量3378502188666.74混凝土C25配合比量4346885455436.74钢筋棚用混凝土C35配合比量3958262128507.92013.5.172C257.52527.563751635649550.55主便道路基2013.5.183C203.21011.22732.8700.8280020.224碎石场2013.5.232C20206
31、32017080438017500126.4566.18钢便桥台2013.5.241C256.32123.153551373.45455.842.462碎石场2013.5.304C2017537214518372314875107.44566.15钢便桥台2013.5.314C2024758420496525621000151.68钢便桥台2013.5.312C201341081110228471137582.16板房硬化2013.6.13C2018568815372394215750113.76管涵八字墙冀2013.6.13C2018568815372394215750113.76钢便桥台2
32、013.6.22C201444241195630661225088.48钢便桥台2013.6.31C251.1370.7935239.8952.67.414 三级平边坡八字骨2013.6.74C2030948025620657026250189.6566.15钢便桥台2013.6.72C209284476861971787556.88八字墙基础2013.6.71C206189651241314525037.92涵洞外铺底2013.6.81C209284476861971787556.88566.15钢便桥台2013.6.81C205158042701095437531.6八字墙基础2013.6
33、.91C20412643416876350025.28板房硬化2013.6.101C2513378502188666.32405边坡八字合计190.215.965461.5175945.845120180194.41308.81吨/立方65.46113.5132.70130.581.31揭博项目东岭隧道进口第一班组搅拌站出仓报表施工单位；外队2013.6.16-2013.7.15日期车数名称C20C25C35 水 泥砂瓜米石1-3碎石减水剂备注混凝土C20配合比量3168652198756.32混凝土C20配合比量31686110936.322013.7.4混凝土C25配合比量33785021
34、88666.74混凝土C25配合比量4346885455436.74钢筋棚用混凝土C35配合比量3958262128507.92013.6.182C252.1707.71785457.81818.614.154405边坡八字2013.6.184C2030948025950657026250189.6566.15钢便桥台2013.6.211C2026321730438175012.64碎石场2013.6.214C2026821622490569422750164.32566.15钢便桥台2013.6.264C203.511063027.5766.5766.522.12碎石场2013.6.272C
35、2010316086502190875063.2566.15钢便桥台2013.6.282C201237921038026281050075.84566.15钢便桥台2013.6.294C2019600416435416116625120.08566.16钢便桥台2013.6.291C2013168652198756.32碎石场2013.7.11C206189651901314525037.92碎石场2013.7.310C207323068631451598763875461.36碎石场2013.7.43C20394825833279110+442管道加固2013.7.45C2036113763
36、099639348碎石场2013.7.52C201547401291516395碎石场2013.7.72C2026321730438175012.64碎石场2013.7.72C2011347695152409962569.52涵管八字墙2013.7.92C259303376501962779460.66涵管八字墙2013.7.102C201237921033213116碎石场2013.7.123C20394825833279碎石场2013.7.132C209284477851971787556.88涵管八字墙2013.7.134C20928447749983756.88碎石场2013.7.14
37、1C203.511063027.5766.53062.522.12碎石场合计28611.194116.725651347971.8274570.6 1446.254吨/立方94.12165.4934.76198.961.45揭博项目东岭隧道进口第一班组搅拌站出仓报表施工单位；外队2013.7.16-2013.8.15日期车数名称C20C25C35 水 泥砂瓜米石1-3碎石减水剂备注配合比混凝土C20配合比量3168652198756.32混凝土C20配合比量31686110936.322013.7.4混凝土C25配合比量3378502188666.74混凝土C25配合比量43468854554
38、36.74钢筋棚用混凝土C35配合比量3958262128507.92013.7.172C2010.533189040.511476.5碎石场2013.7.193C2013.5426611677.52956.511812.585.32碎石场2013.7.194C2022.5711019462.54927.519687.5142.2涵管八字墙2013.7.201C2026321730438175012.64钢波纹管涵墙2013.7.211C209284477851971787556.88碎石场2013.7.222C20263217222186碎石场2013.7.231C206.520545622
39、.51423.55687.541.08钢波纹管涵墙2013.7.233C202.57902152.52732.5碎石场2013.7.292C208252869201752700050.56钢波纹管急流槽2013.7.301C207221260551533612544.24钢波纹管急流槽2013.7.312C207221260551533612544.24钢波纹管急流槽2013.8.43C2023726819895503720125145.36碎石场2013.8.53C201444241211030661225088.48碎石场2013.8.62C2011347695152409962569.5
40、2钢波纹管急流槽2013.8.83C2013.5426611677.52956.511812.585.32钢波纹管急流槽2013.8.92C2011347695152409962569.52钢波纹管急流槽2013.8.101C206189651901314525037.92钢波纹管急流槽2013.8.111C352.811062312.8593.6238022.12钢波纹管急流槽2013.8.114C2026821622490569422750164.32钢波纹管急流槽2013.8.125C2024758420760525621000151.68路提墙合计21902.870310191687.
41、845269.61972751311.4吨/立方70.31123.6732.80142.951.31揭博项目东岭隧道进口第一班组搅拌站出仓报表施工单位；外队2013.8.16-2013.9.15日期车数名称C15C20C25C30C35 水 泥砂瓜米石1-3碎石减水剂备注配合比混凝土C20配合比量3168652198756.32混凝土C15配合比量2958292158595.6混凝土C25配合比量3378502188666.74混凝土C25配合比量4346885455436.74钢筋棚用混凝土C30配合比量39885320983011.94混凝土C35配合比量3958262128507.920
42、13.8.205C2028884824220613224500176.96路提墙2013.8.202C357.52962.561951590637559.25预制盖板2013.8.212C358316066081696680063.2预制盖板2013.8.215C2027853223355591323625170.64钢波纹管涵墙2013.8.222C358316066081696680063.2预制盖板2013.8.245C2025790021625547521875158路提墙2013.8.252C358316066081696680063.2预制盖板2013.8.255C20288848
43、24220613224500176.96路提墙2013.8.261C357.52962.561951590637559.25预制盖板2013.8.273C2016505613840350414000101.12路提墙2013.8.271C207.52962.561951590637559.25预制盖板2013.8.281C207.52962.561951590637559.25预制盖板2013.8.283C2016505613840350414000101.12钢波纹管涵墙2013.8.301C355197541301060425039.5预制盖板2013.8.304C202063201730
44、0438017500126.4路提墙2013.8.311C357.52962.561951590637559.25预制盖板2013.9.13C2020632017300438017500126.4路提墙2013.9.11C357.52962.561951590637559.25预制盖板2013.9.21C357.52962.561951590637559.25预制盖板2013.9.32C206.520545622.51423.55687.541.08钢波纹管急流槽2013.9.42C356202251001308519640.44八字骨架2013.9.51C206189651901314525
45、037.92钢波纹管急流槽2013.9.61C202.57902162.5547.52187.515.8钢波纹管急流槽2013.9.61C357.52962.561951590637550.55预制盖板2013.9.72C204.514223892.5985.53937.528.44钢波纹管急流槽2013.9.77C258269668001744692853.92八字骨架2013.9.71C358316066081696680063.2预制盖板2013.9.81C357.52962.561951590637559.25预制盖板2013.9.82C20412643460876350025.28钢
46、波纹管急流槽2013.9.84C2024758420760525621000151.68 搅拌站前涵洞铺底2013.9.94C1530885024870645025770168搅拌站前涵洞铺底2013.9.93C2012.5395010812.52737.510937.579涵管盖面2013.9.91C357.52962.561951590637559.25预制盖板2013.9.101C357.52962.561951590637559.25预制盖板2013.9.102C208252869201752700050.56圆管涵基础2013.9.111C358316066081696680063.
47、2预制盖板2013.9.121C357.52962.561951590637559.25预制盖板2013.9.122C208252869201752700050.56圆管涵基础2013.9.141C358316066081696680063.2预制盖板2013.9.142C207221260551533612544.24圆管涵基础2013.9.151C357.52962.561951590637559.25预制盖板2013.9.151C20412643460876350025.28八字骨架2013.9.154C30281114423884585223240334.32盖板涵基础合计302671
48、428150.5 168531.54159221057334226843464.37吨/立方168.53268.3476.62306.293.46揭博项目东岭隧道进口第一班组搅拌站出仓报表施工单位；外队2013.9.16-2013.10.15日期车数名称砂浆C15C20C25C30C35 水 泥砂瓜米石1-3碎石减水剂备注配合比砂浆3001411混凝土C20配合比量3168592198756.32混凝土C15配合比量2958292158595.6混凝土C25配合比量3378572208686.74混凝土C30配合比量3708382148547.4混凝土C35配合比量3938232128507.
49、862013.9.166C30421554035196898835868310.8盖板涵基础2013.9.161C357.52947.56172.51590637558.95预制盖板2013.9.172C2010316085902190875063.2圆管涵沉淀池2013.9.171C257235959991540607647.18隧道口便道硬化2013.9.181C206189651541314525037.92圆管涵沉淀池2013.9.186C30421415435994924036456283.08盖板涵基础2013.9.181C357.52947.56172.51590637558.9
50、5预制盖板2013.9.216C30421415435994924036456283.08盖板涵基础2013.9.2129C2018558460158915405151618751169.2场地硬化2013.9.222C2011347694492409962569.52场地硬化2013.9.2315C2010533180901952299591875663.6场地硬化745-7522013.9.245C2029916424911635125375183.28场地硬化745-7532013.9.251C357.52947.56172.51590637558.95预制盖板2013.9.252C20