施工进度计划基本项目一览表.doc

污水管道工程施工进度计划基本项目一览表序号分部分项工程名称工程量劳动定额劳动量（台班量）备注单位数量编号数值工日（台班）1化粪池人工 机械1-1土方开挖m33011490.006 0.00340.180 0.1021-2-1C10混凝土垫层m31.2DF10182.032.4361-2-2现浇底板钢筋KG146（8）54（12）50（16）DF1087 DF1095DF1087 DF1095 DF1084 DF10977.330 7.6907.330 7.6906.610 6.9401.07 1.121.07 1.120.33 0.351-2-3现浇底板模板M27.45DF10831.941.4451-2-4现浇底板C25混凝土m32.39DF10211.740.4161-3-1砖砌井壁MU10下部m315DF10222.0130.151-3-2中部圈梁模板M211.355830.02210.251-3-3中部圈梁钢筋KG62（8）126（12）103（16）52955297529914.75 0.32 0.12 0.369.54 0.28 0.09 0.45 0.45 0.097.32 0.17 0.1 0.23 0.45 0.090.915 0.020 0.007 0.0221.202 0.035 0.011 0.011 0.0110.018 0.010 0.024 0.046 0.0091-3-4中部圈梁浇筑m32.7254082.416.5551-3-5砖砌井壁MU10上部m312.2DF10222.0124.5221-3-6顶部圈梁模板M211.355830.02210.251顶部圈梁钢筋KG71（8）112（12）98（16）52955297529914.75 0.32 0.12 0.369.54 0.28 0.09 0.45 0.45 0.097.32 0.17 0.1 0.23 0.45 0.090.915 0.020 0.007 0.0221.202 0.035 0.011 0.011 0.0110.018 0.010 0.024 0.046 0.0091-3-7顶部圈梁浇筑m32.3554082.415.6641-3-8井壁水泥砂浆M2101.6（外侧）85.6（内侧）DF 1074DF 10751.912.2819.46619.5171-5-1预制顶盖钢筋KG146（8）58（12）46（16）53245328533213.99 0.29 0.1 0.329.04 0.25 0.08 0.23 0.44 0.096.91 0.15 0.09 0.2 0.44 0.092.043 0.042 0.015 0.047 0.536 0.015 0.005 0.026 0.0050.318 0.007 0.009 0.009 0.020 0.0091-5-2预制顶盖模板M27.45DF 10863.592.6751-5-3预制顶盖混凝土m32.39DF 10401.6103.848人工搅拌（下同）1-5-4盖板安装m32.39DF 10481.1102.6531-5-5井盖井座安装个1DF1077 DF10810.59 0.2000.59 0.2铸铁（下同）1-6土方回填m38.4146 夯填0.294 0.0798 2.470 0.6701-7满水试验m3210.1905/m34.0012d250管道2-1土方开挖m3711500.006 0.00287 0.042 0.0202-2-1管道基础支模M22.36DF 10843.980.9392-2-2管道基础浇筑m30.22853940.956/m30.2182-3-1排管m4DF06281.6500.66人力100米2-3-2铺设m4DF06921.4500.582-3-3管道安装个1DF 07400.770.077以2米管长计2-4土方回填m36.46146 夯填0.294 0.0798 2.470 0.6703P4检查井3-1土方开挖m36.1611500.006 0.002870.037 0.0183-2现浇井基C10m30.13DF10182.0300.2643-3-1砖砌井壁及流槽MU10m31.5DF10222.0103.0153-3-2井壁水泥砂浆M25.10外3.25内DF1074DF10751.9102.2800.9740.7413-4井盖井座安装个1DF1077 DF10810.59 0.2000.59 0.23-5土方回填m33.971460.294 0.07981.167 0.3174p4-p3管道4-1土方开挖m312.07811500.006 0.002870.072 0.0354-2-1管道基础支模M24.72DF 10843.981.8794-2-2管道基础浇筑m30.45653940.9560.4364-3-1排管m8DF06281.6501.324-3-2铺设m8DF06921.4501.164-3-3管道接口m3DF07400.7700.2314-5土方回填m3111460.294 0.0798 3.234 0.8785p3检查井5-1土方开挖m35.2211500.006 0.002870.031 0.0155-2现浇井基C25m30.13DF10182.1300.2645-3-1砖砌井壁及流槽MU10m31.26DF10222.0102.535-3-2井壁水泥砂浆M25.外3.05内DF1074DF10751.9102.2800.9550.6955-4井盖井座安装个1DF1077 DF10810.59 0.2000.59 0.25-5土方回填m33.161460.294 0.07980.929 0.2526p3-p2管道6-1土方开挖m310.69211500.006 0.002870.064 0.036-2-1管道基础支模M24.72DF10843.981.8796-2-2管道基础浇筑m30.45653940.9560.4366-3-1排管m8DF06281.651.326-3-2铺设m8DF06921.451.166-3-3管道接口m3DF07400.770.2316-5土方回填m39.621460.294 0.07982.828 0.7687P2检查井7-1土方开挖m3511500.006 0.002870.03 0.0147-2现浇井基C25m30.13DF10182.0300.2647-3-1砖砌井壁及流槽MU10m31.20DF10222.0102.4127-3-2井壁水泥砂浆M24.9外2.95内DF1074DF10751.9102.2800.9360.6737-4井盖井座安装个1DF1077 DF10810.59 0.20.59 0.27-5土方回填m31.971460.294 0.07980.579 0.1578P2-p1管道8-1土方开挖m310.1611500.006 0.002870.61 0.038-2-1管道基础支模M24.72DF 10843.981.8798-2-2管道基础浇筑m30.45653940.9560.4368-3-1排管m8DF06281.651.328-3-2铺设m8DF06921.451.168-3-3管道安装m3DF07400.770.2318-4土方回填m39.091460.294 0.07982.672 0.7259P1检查井9-1土方开挖m34,781170.6328 0.00520.287 0.019-2现浇井基m30.13DF10182.0300.2649-3-1砖砌井壁及流槽MU10m31.145DF10222.0102.3019-3-2井壁水泥砂浆M24.8外2.85内DF1074DF10751.9102.2800.9170.659-4井盖井座安装个1DF10770.59 0.20.59 0.29-5土方回填m32.891460.294 0.07980.850 0.23110排水支管管道（1支）10-1-1土方开挖m32.2411500.006 0.002870.134 0.00110-1-2砂垫层m30.28DF00210.470.132 10-2管道安装m4DF07400.770.30810-3土方回填m32.211460.294 0.07980.650 0.17611闭水试验m44DF07723.0613.464给水管道工程施工进度计划基本项目一览表序号分部分项工程名称工程量劳动定额劳动量（台班量）备注单位数量编号数值工日（台班）1水表井1-1水表井土方开挖m321.8311490.006 0.003410.131 0.071-2-1C10混凝土垫层m30.88DF10182.031.1861-2-2现浇底板钢筋335KG69DF1087 DF10957.33 7.690.506 0.5311-2-3现浇底板模板M22.244DF10831.940.4351-2-4现浇底板混凝土m31.52DF10211.742.6451-3-1砖砌井壁MU10m35.8DF10222.0111.6581-3-2井壁水泥砂浆M214.5889.1DF1074DF10751.9102.2802.7862.0751-4水表组安装个组DF04753.763.761-5-1预制顶盖钢筋KG102DF1093 DF11015.98 6.560.61 0.6691-5-2预制顶盖模板M27.503DF10853.252.4381-5-3预制顶盖混凝土m30.82DF10401.611.321-5-4盖板安装m30.82DF10530.820.6721-5-5井盖井座安装个1DF10770.59 0.20.59 0.21-6水表井土方回填m39.131460.294 0.07982.684 0.7292J1-J2管道2-1土方开挖m33.0811490.006 0.003411.736 0.0062-2排管m4DF01120.55 0.222-3管道安装m4DF07400.770.3082-4土方回填m32.951460.294 0.07980.867 0.2353J2阀门井3-1土方开挖m311.2811490.006 0.003417.138 0.0593-2-1C10混凝土垫层m30.34DF10182.030.6903-2-2现浇底板钢筋335KG61DF1087 DF10957.33 7.690.447 0.4693-2-3现浇底板支模M21.181DF10831.940.2293-2-4现浇底板C25m30.56DF10211.740.9743-3-1砖砌井壁MU10m32.07DF10222.014.1613-3-2井壁水泥砂浆M27.9135.652DF1074DF10751.9102.2801.5111.2893-4-1阀门安装个1DF03650.220.2203-4-2地上消火栓安装个1DF05000.710.710丙型3-5-1预制顶盖钢筋KG41DF1093 DF11015.98 6.560.245 0.2693-5-2预制顶盖模板M22.578DF10853.250.8383-5-3预制顶盖混凝土m30.22DF10401.610.3543-5-4盖板安装m30.219DF10530.820.183-5-5井盖井座安装个1DF1077DF10810.59 0.20.59 0.23-6土方回填m37.071460.294 0.07980.079 0.5644J2-J3管道4-1土方开挖m31.6111490.006 0.003410.097 0.0014-2排管m2DF01120.550.11 4-3管道安装m2DF07400.770.1544-4土方回填m31.591460.294 0.07980.467 0.1275J3阀门井5-1土方开挖m311.2811490.006 0.003410.068 0.045-2-1C10混凝土垫层m30.34DF10182.030.695-2-2现浇底板钢筋335KG61DF1087 DF10957.33 7.690.447 0.4695-2-3现浇底板模板M21.181DF10831.940.2295-2-4现浇底板C25m30.56DF10211.740.9745-3-1砖砌井壁MU10m32.07DF10222.014.1615-3-2井壁水泥砂浆M27.9135.652DF1074DF10751.9102.2801.5111.2895-4阀门安装个1DF03650.220.225-5-1预制顶盖钢筋KG41DF05000.710.245 0.2695-5-2预制顶盖模板M22.578DF1093 DF11015.98 6.560.8385-5-3预制顶盖混凝土m30.22DF10853.250.3545-5-4盖板安装m30.219DF10401.610.185-5-5井盖井座安装个1DF10530.820.59 0.25-6土方回填m37.07DF1077DF10810.59 0.22.079 0.5646J3-J4管道6-1土方开挖m35.9411490.006 0.003410.035 0.026-2排管m8DF01120.550.446-3管道安装m8DF07400.770.6166-4土方回填m35.901460.294 0.07981.735 0.4717J4阀门井7-1土方开挖m311.2811490.006 0.003410.068 0.047-2-1C10混凝土垫层m30.34DF10182.030.697-2-2现浇底板钢筋335KG61DF1087 DF10957.33 7.690.447 0.4697-2-3现浇底板模板M21.181DF10831.940.2297-2-4现浇底板C25m30.56DF10211.740.9747-3-1砖砌井壁MU10m32.07DF10222.014.1617-3-2井壁水泥砂浆M27.9135.652DF1074DF10751.9102.2801.5111.2897-4阀门安装个1DF03650.220.227-5-1预制顶盖钢筋KG41DF1093 DF11015.98 6.560.245 0.2697-5-2预制顶盖模板M22.578DF10853.250.8387-5-3预制顶盖混凝土m30.22DF10401.610.3547-5-4盖板安装m30.219DF10530.820.187-5-5井盖井座安装个1DF1077DF10810.59 0.20.59 0.27-6土方回填m37.071460.294 0.07982.079 0.5648J4-J5管道8-1土方开挖m35.9411490.006 0.003410.036 0.028-2排管m8DF01120.550.44 8-3管道安装m8DF07400.770.6168-4土方回填m35.901460.294 0.07981.735 0.4719J5阀门井9-1土方开挖m311.2811490.006 0.003410.068 0.049-2-1C10混凝土垫层m30.34DF10182.030.699-2-2现浇底板钢筋335KG61DF1087 DF10957.33 7.690.447 0.4699-2-3现浇底板模板M21.181DF10831.940.229 9-2-4现浇底板C25m30.56DF10211.740.9749-3-1砖砌井壁MU10m32.07DF10222.014.1619-3-2井壁水泥砂浆M27.9135.652DF1074DF10751.9102.2801.5111.2899-4阀门安装个1DF03650.220.229-5-1预制顶盖钢筋KG41DF1093 DF11015.98 6.560.245 0.2699-5-2预制顶盖模板M22.578DF10853.250.8389-5-3预制顶盖混凝土m30.22DF10401.610.3549-5-4盖板安装m30.219DF10530.820.189-5-5井盖井座安装个1DF1077DF10810.59 0.20.59 0.29-6土方回填m37.071460.294 0.07982.079 0.56410J5-J6管道10-1土方开挖m35.9411490.006 0.003410.036 0.0210-2排管m8DF01120.550.4410-3管道安装m8DF07400.770.61610-4土方回填m35.901460.294 0.07981.735 0.47111J6阀门井11-1土方开挖m311.2811490.006 0.003410.068 0.04 11-2-1C10混凝土垫层m30.34DF10182.030.6911-2-2现浇底板钢筋335KG61DF1087 DF10957.33 7.690.447 0.46911-2-3现浇底板模板M21.181DF10831.940.22911-2-4现浇底板C25m30.56DF10211.740.97411-3-1砖砌井壁MU10m32.07DF10222.014.16111-3-2井壁水泥砂浆M27.9135.652DF1074DF10751.9102.2801.5111.28911-4阀门安装个1DF03650.220.2211-5-1预制顶盖钢筋KG41DF1093 DF11015.98 6.560.215 0.26911-5-2预制顶盖模板M22.578DF10853.250.83811-5-3预制顶盖混凝土m30.22DF10401.610.35411-5-4盖板安装m30.219DF10530.820.18011-5-5井盖井座安装个1DF1077DF10810.59 0.20.59 0.211-6土方回填m37.071460.294 0.07982.079 0.56412给水支管（1支）12-1土方开挖m35.811490.006 0.003413.268 0.0112-2排管m8DF01120.550.4412-3管道安装m8DF07400.770.61612-4土方回填m35.71460.294 0.07981.676 0.45513-1水压试验m6213-2冲洗消毒m62DF06161.8300.113雨水管道工程施工进度计划基本项目一览表序号分部分项工程名称工程量劳动定额劳动量（台班量）备注单位数量编号数值工日（台班）1雨水井Y2 1-1土方开挖m38.2111500.006 0.002870.049 0,0241-2现浇井基C10m30.20DF10182.030.4061-3-1砖砌井壁及流槽MU10m32.86DF10222.015.7491-3-2井壁水泥砂浆M28.055.85DF1074DF10751.9102.2801.538 1.3341-4井盖井座安装个1DF1077 DF10810.59 0.20.59 0.21-5土方回填m33.771460.294 0.07981.108 0.301215米雨水管道2-1土方开挖m323.411500.006 0.002870.140 0.0672-2-1管道基础支模M28.85DF10843.983.5222-2-2管道基础浇筑m30.85553940.9560.8172-3-1排管m15DF06281.652.4752-3-2铺设m15DF06921.452.1752-3-3管道接口m7DF07400.770.5392-4土方回填m322.91460.294 0.07986.733 1.8273Y2检查井3-1土方开挖m37.08711500.006 0.002870.043 0.023-2现浇井基m30.20DF10182.030.4063-3-1砖砌井壁及流槽MU10m32.86DF10222.015.7493-3-2井壁水泥砂浆M28.055.85DF1074DF10751.9102.2801.5381.3343-4井盖井座安装个1DF1077 DF10810.59 0.20.59 0.23-5土方回填m33.331460.294 0.07980.979 0.266【本文档内容可以自由复制内容或自由编辑修改内容期待你的好评和关注，我们将会做得更好】【本文档内容可以自由复制内容或自由编辑修改内容期待你的好评和关注，我们将会做得更好】精选范本,供参考！