K5+600-K7+700路基挖方开工报告.doc

上传人:jian****018 文档编号:7987763 上传时间:2020-03-26 格式:DOC 页数:15 大小:467KB
返回 下载 相关 举报
K5+600-K7+700路基挖方开工报告.doc_第1页
第1页 / 共15页
K5+600-K7+700路基挖方开工报告.doc_第2页
第2页 / 共15页
K5+600-K7+700路基挖方开工报告.doc_第3页
第3页 / 共15页
点击查看更多>>
资源描述
分 项 工 程 开 工 申 请 批 复 单承包单位: 24 合同号:24监理单位: 24 编号:NH 开工项目:路基工程(挖方)桩号: K5+600-K7+700建议开工日期: 计划完工日期: 此项工程负责人姓名: 24 附件: 1、施工放样报验单2、施工方案3、人员、机械设备一览表4、试验检测仪器一览表5、试验检测报告6、施工详图、进度计划横道图 承包人: 日期:专业监理工程师意见: 签 字: 日期:驻地监理工程师意见:签 字: 日期:高级驻地监理工程师意见:签 字: 日期:分 项 工 程 开 工 申 请 报 告承包单位: 中天路桥有限公司 合同号:5监理单位: 重庆中宇工程咨询监理有限公司 编 号:NH 开工项目路基工程(挖方)桩 号K5+600-K7+700开工日期 完工日期 计划工期五个月施工准备情况施工测量放线见报告 原材料与混合料试验见报告施工组织与人员配备见报告 施工机械设备见报告 施工方案及主要工艺见报告其它说明 附件 承包人日期监理工程师收件人日期施 工 放 样 报 验 单承包单位:24 合同号:5 监理单位:24 编号:XGJ-LJ致驻地监理工程师: 根据合同要求,业已完成 K5+600-K7+700段路基施工放样工作,清单如下,请予查验。承包人: 日期:桩号或位置工程或部位名称放样内容备 注 K5+600-K7+700 坡顶开挖线、中线、高程附件: 1、 测量成果表监理员意见: 签 字: 日期: 年 月 日监理工程师意见: 签 字: 日期: 年 月 日 控制点成果表工程名称:24 点号等级坐标(m)高程(m)备注XYBL334059516.539473736.2242325.880水准高程BL344059645.750473481.0182337.856水准高程BL354059789.450473136.0242341.440水准高程BL364059809.465472759.8312334.904水准高程BL374060024.044472293.9092339.945水准高程BL384060156.931471930.5202338.717水准高程BL394060200.112471744.2012349.433水准高程3304059642.016473862.0352352.051水准高程3314059772.107473807.4312362.498水准高程3324059669.252473711.5482343.283水准高程3334059688.513473528.5782341.574水准高程3344059723.695473407.7412341.763水准高程3354059863.077473435.9892353.051水准高程3364059960.209473299.5682353.463水准高程3374060036.796473021.6002354.898水准高程3384060108.883472806.6762350.854水准高程注:平面采用西湟坐标系,中央子午线1014810149,1956年黄海高程系。编制: 校核: 日期:控制点成果表工程名称:西宁西过境公路西段路基工程5合同段点号等级坐标(m)高程(m)备注XY3394060145.095472560.6222347.588水准高程3404060356.731472434.7462356.969三角高程3414060124.651472330.8502345.141水准高程3424060204.253472282.6972350.867水准高程3434060294.166472158.8832361.348三角高程3444060281.659472048.6692354.498水准高程3454060296.850471900.6032350.302水准高程注:平面采用西湟坐标系,中央子午线1014810149,1956年黄海高程系。编制: 校核: 日期:K5+600-K7+700中桩坐标、高程计算表桩号中桩坐标设计高程(m)原地面高程(m)挖、填高(m)X(N)Y(E)K5+6004059716.292473810.0752336.6982353.440-16.742K5+6174059719.265473793.3372336.6462354.020-17.374L5+625.5004059720.805473784.9782336.6192348.900-12.281K5+6404059723.51473770.7332336.5752345.600-9.025K5+6544059726.219473756.9972336.5382336.830-0.292K5+6604059727.409473751.1162336.5272333.5502.977K5+6734059730.046473738.3872336.5112328.3308.181K5+6804059731.499473731.5392336.5072328.5907.917K5+7004059735.782473712.0032336.5152333.5802.935K5+7204059740.256473692.5102336.5512339.300-2.749K5+7404059744.921473673.0622336.6152330.1406.475K5+7504059747.324473663.3552336.6572322.54014.117K5+757.6144059749.187473655.9722336.6942324.23012.464K5+7804059754.821473634.3072336.8262342.180-5.354K5+8004059760.056473615.0042336.9732342.370-5.354K5+8104059762.745473605.3732337.0572341.000-3.943K5+8204059765.481473595.7542337.1482331.9805.168K5+8314059768.544473585.1892337.2572327.3809.877K5+8404059771.093473576.5582337.3522330.1707.182K5+8604059776.894473557.4182337.5832343.280-5.697K5+8804059782.882473538.3352337.8412338.200-0.359K5+8984059788.431473521.2122338.1282335.3502.778K5+9204059795.419473500.3512338.4432339.640-1.197K5+9304059798.669473490.8942338.6112338.2500.361K5+936.5004059800.807473484.7562338.7232335.6703.053K5+9504059805.309473472.0292338.9672342.210-3.243K5+9604059808.698473462.6202339.1562342.060-2.904K5+9804059815.608473443.8522339.5542343.240-3.686编制: 复核: 日期:K5+600-K7+700中桩坐标、高程计算表桩号中桩坐标设计高程(m)原地面高程(m)填高(m)X(N)Y(E)K6+0004059822.681473425.1452339.9802343.110-3.130K6+0204059829.902473406.4942340.4202343.620-3.200K6+0354059835.405473392.5402340.7502343.460-2.710K6+0604059844.723473369.3412341.3002339.8801.420K6+0804059852.292473350.8292341.7402333.4608.280K6+0904059856.109473341.5862341.9602329.88012.080K6+1064059862.257473326.8142342.3122318.05024.262K6+1204059867.671473313.9042342.6202317.85024.770K6+1304059871.555473304.6892342.8402325.51017.330K6+1404059875.451473295.4792343.0602332.09010.970K6+147.5004059878.379473288.5742343.2252336.6306.595K6+1604059883.270473277.0712343.5002337.0406.460K6+1704059887.190473267.8712343.7202341.8901.830K6+1804059891.114473258.6732343.9402342.8801.060K6+192.9384059896.195473246.7752344.2252345.040-0.815K6+2004059898.968473240.2802344.3802346.400-2.020K6+2204059906.818473221.8852344.8202349.540-4.720K6+2404059914.653473203.4832345.2602349.370-4.110K6+2604059922.459473185.0702345.7002349.930-4.230K6+2804059930.227473166.6402346.1302350.060-3.930K6+3004059937.944473148.1882346.5352349.370-2.835K6+3204059945.598473129.7112346.9162349.010-2.094K6+3404059953.177473111.2032347.2712348.610-1.339K6+3604059960.670473092.6602347.6012348.470-0.869K6+3804059968.065473074.0772347.9072348.810-0.903K6+4004059975.350473055.4512348.1872348.660-0.473K6+4204059982.512473036.7772348.4422348.920-0.478K6+4404059989.540473018.0522348.6732349.200-0.527编制: 复核: 日期:K5+600-K7+700中桩坐标、高程计算表桩号中桩坐标设计高程(m)原地面高程(m)填高(m)X(N)Y(E)K6+4524059993.686473006.7922348.7992349.790-0.991K6+4604059996.420472999.2732348.8782350.780-1.902K6+4804060003.142472980.4372349.0582350.630-1.572K6+5004060009.693472961.5402349.2132350.680-1.467K6+5114060013.22472951.1222349.2882350.700-1.412K6+5204060016.070472942.5842349.3442351.080-1.736K6+5314060019.503472932.1342349.4052351.180-1.775K6+5404060022.272472923.5702349.4492350.900-1.451K6+5504060025.308472914.0422349.4922348.9700.522K6+5604060028.300472904.5002349.5292349.1300.399K6+5804060034.151472885.3762349.5852349.3100.275K6+587.4004060036.272472878.2862349.5992349.5800.019K6+592.5004060037.719472873.3962349.6072346.9402.667K6+6004060039.827472866.1982349.6152346.9102.705K6+6074060041.772472859.4732349.6202346.9802.640K6+6134060043.422472853.7052349.6212345.1504.471K6+6194060045.056472847.9312349.6212341.0408.581K6+625.5004060046.808472841.6722349.6172340.9508.667K6+6364060049.598472831.5502349.6062335.42014.186K6+6434060051.432472824.7942349.5952329.76019.835K6+6534060054.013472815.1332349.5742329.35020.224K6+6604060055.794472808.3632349.5562326.56022.996K6+6724060058.795472796.7452349 5172333.06016.457K6+6804060060.760472788.9902349 4862334.82014.666K6+6944060064.131472775.4022349 4222338.91010.512K6+7004060065.549472769.5722349 3912341.1408.251K6+7124060068.337472757.9002349 3232346.0703.253K6+7204060070.161472750.1112349 2722346.9002.372编制: 复核: 日期:K5+600-K7+700中桩坐标、高程计算表桩号中桩坐标设计高程(m)原地面高程(m)填高(m)X(N)Y(E)K6+7404060074.608472730.6112349.1272348.3200.807K6+7604060078.900472711.0772348.9732348.4200.553K6+7714060081.200472700.3202348.8882345.0003.888K6+7784060082.641472693.4712348.8342349.720-0.886K6+8004060087.071472671.9212348.6642349.140-0.476K6+8204060090.975472652.3062348.5102349.070-0.560K6+8404060094.773472632.6702348.3552349.050-0.695K6+8604060098.479472613.0162348.2012348.280-0.079K6+8804060102.104472593.3482348.0462347.6400.406K6+9004060105.662472573.6672347.8922346.8501.042K6+9204060109.164472553.9762347.7382346.7500.988K6+9264060110.206472548.0672347.6912344.7702.921K6+9404060112.623472534.2772347.5832344.5303.053K6+9604060116.052472514.5732347.4292343.2704.159K6+972.5004060118.184472502.2562347.3322343.3304.002K6+9784060119.121472496.8372347.2902340.5806.710K6+988.8714060120.972472486.1252347.2062340.2206.986K7+0004060122.867472475.1582347.1202338.7308.390K7+0104060124.569472465.3042347.0432331.72015.323K7+0204060126.271472455.4502346.9662325.33021.636K7+0304060127.973472445.5962346.8892319.80027.089K7+0404060129.676472435.7422346.8162309.22037.596K7+046.7004060130.816472429.1392346.7712300.83045.941K7+0604060133.080472416.0342346.6902305.90040.790K7+0704060134.782472406.1802346.6362314.61032.026K7+0804060136.484472396.3252346.5882316.62029.968K7+1004060139.889472376.6172346.5122315.97030.542K7+1104060141.591472366.7632346.4832316.16030.323编制: 复核: 日期:K5+600-K7+700中桩坐标、高程计算表桩号中桩坐标设计高程(m)原地面高程(m)填高(m)X(N)Y(E)K7+1194060143.123472357.8952346.4632316.50029.963K7+1254060144.144472351.9822346.4522322.51023.942K7+1404060146.698472337.2012346.4342339.9006.534K7+1504060148.400472327.3472346.4312343.6902.741K7+156.5004060149.506472320.9422346.4322347.130-0.698K7+1694060151.634472308.6242346.4412348.210-1.769K7+1764060152.826472301.7262346.4502351.190-4.740K7+2004060156.911472278.0772346.5062350.800-4.294K7+209.5004060158.528472268.7152346.5372350.860-4.323K7+2204060160.315472258.3692346.5792351.610-5.031K7+2404060163.720472238.6602346.6782351.740-5.062K7+2594060166.954472219.9382346.7952351.910-5.115K7+267.5004060168.401472211.5622346.8542350.360-3.506K7+2804060170.529472199.2442346.9502349.080-2.130K7+3004060173.933472179.5362347.1242348.350-1.226K7+3134060176.146472166.7262347.2502347.890-0.640K7+3204060177.337472159.8282347.3232347.640-0.317K7+3404060180.742472140.1202347.5462347.570-0.024K7+3604060184.146472120.4122347.7952347.4600.335K7+3804060187.551472100.7042348.0672347.4000.667K7+4004060190.955472080.9962348.3442347.3800.964K7+4074060192.147472074.0982348.4412347.5400.901K7+4144060193.338472067.2002348.5372344.7203.817K7+420.5004060194.445472060.7952348.6272340.9207.707K7+4404060197.764472041.5792348.8972341.0407.857K7+4474060198.955472034.6812348.9942345.0503.944K7+4604060201.168472021.8712349.1742344.5604.614K7+4804060204.573472002.1632349.4512344.3305.121编制: 复核: 日期:K5+600-K7+700中桩坐标、高程计算表桩号中桩坐标设计高程(m)原地面高程(m)填高(m)X(N)Y(E)K7+5004060207.977471982.4552349.7272344.3305.397K7+5204060211.382471962.7472350.0042343.6606.344K7+533.3434060213.653471949.5982350.1892343.6306.559K7+5404060214.786471943.0392350.2812343.6106.671K7+5574060217.691471926.2892350.5162343.7606.756K7+5644060218.895471919.3932350.6132340.55010.063K7+5734060220.454471910.5292350.7382339.36011.378K7+5804060221.678471903.6372350.8352339.55011.285K7+5874060222.913471896.7472350.9312338.40012.531K7+592.5004060223.892471891.3352351.0082335.80015.208K7+6004060225.242471883.9572351.1112334.31016.801K7+6094060226.886471875.1092351.2362332.63018.606K7+6154060227.999471869.2132351.3192329.88021.439K7+6224060229.316471862.3382351.4162322.38029.036K7+6304060230.846471854.4852351.5262324.36027.166K7+6404060232.803471844.6792351.6652324.57027.095K7+6474060234.203471837.8202351.7622318.82032.942K7+6564060236.044471829.0102351.8862318.16033.726K7+6664060238.146471819.2342352.0252325.89026.135K7+6734060239.656471812.3992352.1212325.66026.461K7+6804060241.199471805.5712352.2182325.82026.398K7+693 3434060244 240471792 5792352.4032332.32020.083K7+7004060245.807471786.1092352.5712337.07015.501编制: 复核: 日期:主要人员表序号姓名职称职务备注1工程师副经理负责现场生产管理2高级工程师项目总工负责技术、计划 3高级工程师工程部长 负责安全、现场管理4工程师路基工程师负责路基施工 5工程师路基工程师负责路基施工6工程师质检负责人 质量检查、监督7工程师测量负责人 负责测量工作8工程师试验室副主任负责试验技术工作9工程师专职安全员项目安全检查、监督 10工程师测量工程师测量放样 主要机械设备表序号机械名称规格型号额定功率厂牌备注1挖掘机PC2201.2m32台2推土机D85165kw2台3装载机ZL503m32台4振动压路机YZ20D20T1台5振动压路机YZ18D18T1台6自卸汽车15T二汽10台7强夯机1台8平地机PY1801台9洒水车6000L2台10冲击碾1台试验检测仪器配置表序号仪器设备名称规格型号单位数量备注1液塑限联合测定仪WX-2台12土壤电动击实仪BWH-台13土壤筛0.08-10套14数显电热鼓风干燥箱DHG9203A台15CBR承载比仪CBR-1台16轻型触探仪10Kg台17灌砂筒150台38电子天平0.1g台19水准仪AL-32X台套1中翰10全站仪DTM-452C台套1Nikon
展开阅读全文
相关资源
相关搜索

当前位置:首页 > 管理文书 > 工作总结


copyright@ 2023-2025  zhuangpeitu.com 装配图网版权所有   联系电话:18123376007

备案号:ICP2024067431-1 川公网安备51140202000466号


本站为文档C2C交易模式,即用户上传的文档直接被用户下载,本站只是中间服务平台,本站所有文档下载所得的收益归上传人(含作者)所有。装配图网仅提供信息存储空间,仅对用户上传内容的表现方式做保护处理,对上载内容本身不做任何修改或编辑。若文档所含内容侵犯了您的版权或隐私,请立即通知装配图网,我们立即给予删除!