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1、污水管道工程施工進度計劃基本項目一覽表序號分部分項工程名稱工程量勞動定額勞動量（臺班量）備注單位數量編號數值工日（臺班）1化糞池人工 機械1-1土方開挖m33011490.006 0.00340.180 0.1021-2-1C10混凝土墊層m31.2DF10182.032.4361-2-2現澆底板鋼筋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現澆底板模板M27.45DF10831.941.2、4451-2-4現澆底板C25混凝土m32.39DF10211.740.4161-3-1磚砌井壁MU10下部m315DF10222.0130.151-3-2中部圈梁模板M211.355830.02210.251-3-3中部圈梁鋼筋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 0.0463、 0.0091-3-4中部圈梁澆筑m32.7254082.416.5551-3-5磚砌井壁MU10上部m312.2DF10222.0124.5221-3-6頂部圈梁模板M211.355830.02210.251頂部圈梁鋼筋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 0.004、91-3-7頂部圈梁澆筑m32.3554082.415.6641-3-8井壁水泥砂漿M2101.6（外側）85.6（內側）DF 1074DF 10751.912.2819.46619.5171-5-1預制頂蓋鋼筋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 0.05、091-5-2預制頂蓋模板M27.45DF 10863.592.6751-5-3預制頂蓋混凝土m32.39DF 10401.6103.848人工攪拌（下同）1-5-4蓋板安裝m32.39DF 10481.1102.6531-5-5井蓋井座安裝個1DF1077 DF10810.59 0.2000.59 0.2鑄鐵（下同）1-6土方回填m38.4146 夯填0.294 0.0798 2.470 0.6701-7滿水試驗m3210.1905/m34.0012d250管道2-1土方開挖m3711500.006 0.00287 0.042 0.0202-2-1管道基礎支模M22.36DF 10843.96、80.9392-2-2管道基礎澆筑m30.22853940.956/m30.2182-3-1排管m4DF06281.6500.66人力100米2-3-2鋪設m4DF06921.4500.582-3-3管道安裝個1DF 07400.770.077以2米管長計2-4土方回填m36.46146 夯填0.294 0.0798 2.470 0.6703P4檢查井3-1土方開挖m36.1611500.006 0.002870.037 0.0183-2現澆井基C10m30.13DF10182.0300.2643-3-1磚砌井壁及流槽MU10m31.5DF10222.0103.0153-3-2井壁水泥砂漿M27、5.10外3.25內DF1074DF10751.9102.2800.9740.7413-4井蓋井座安裝個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土方開挖m312.07811500.006 0.002870.072 0.0354-2-1管道基礎支模M24.72DF 10843.981.8794-2-2管道基礎澆筑m30.45653940.9560.4364-3-1排管m8DF06281.6501.324-3-2鋪設m8DF06921.4501.164-3-3管道接口m3DF8、07400.7700.2314-5土方回填m3111460.294 0.0798 3.234 0.8785p3檢查井5-1土方開挖m35.2211500.006 0.002870.031 0.0155-2現澆井基C25m30.13DF10182.1300.2645-3-1磚砌井壁及流槽MU10m31.26DF10222.0102.535-3-2井壁水泥砂漿M25.外3.05內DF1074DF10751.9102.2800.9550.6955-4井蓋井座安裝個1DF1077 DF10810.59 0.2000.59 0.25-5土方回填m33.161460.294 0.07980.929 0.29、526p3-p2管道6-1土方開挖m310.69211500.006 0.002870.064 0.036-2-1管道基礎支模M24.72DF10843.981.8796-2-2管道基礎澆筑m30.45653940.9560.4366-3-1排管m8DF06281.651.326-3-2鋪設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檢查井7-1土方開挖m3511500.006 0.002870.03 0.0147-2現澆井基C25m30.13DF10182.0300.210、647-3-1磚砌井壁及流槽MU10m31.20DF10222.0102.4127-3-2井壁水泥砂漿M24.9外2.95內DF1074DF10751.9102.2800.9360.6737-4井蓋井座安裝個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土方開挖m310.1611500.006 0.002870.61 0.038-2-1管道基礎支模M24.72DF 10843.981.8798-2-2管道基礎澆筑m30.45653940.9560.4368-3-1排管m8DF06211、81.651.328-3-2鋪設m8DF06921.451.168-3-3管道安裝m3DF07400.770.2318-4土方回填m39.091460.294 0.07982.672 0.7259P1檢查井9-1土方開挖m34,781170.6328 0.00520.287 0.019-2現澆井基m30.13DF10182.0300.2649-3-1磚砌井壁及流槽MU10m31.145DF10222.0102.3019-3-2井壁水泥砂漿M24.8外2.85內DF1074DF10751.9102.2800.9170.659-4井蓋井座安裝個1DF10770.59 0.20.59 0.29-5土12、方回填m32.891460.294 0.07980.850 0.23110排水支管管道（1支）10-1-1土方開挖m32.2411500.006 0.002870.134 0.00110-1-2砂墊層m30.28DF00210.470.132 10-2管道安裝m4DF07400.770.30810-3土方回填m32.211460.294 0.07980.650 0.17611閉水試驗m44DF07723.0613.464給水管道工程施工進度計劃基本項目一覽表序號分部分項工程名稱工程量勞動定額勞動量（臺班量）備注單位數量編號數值工日（臺班）1水表井1-1水表井土方開挖m321.8311490.013、06 0.003410.131 0.071-2-1C10混凝土墊層m30.88DF10182.031.1861-2-2現澆底板鋼筋335KG69DF1087 DF10957.33 7.690.506 0.5311-2-3現澆底板模板M22.244DF10831.940.4351-2-4現澆底板混凝土m31.52DF10211.742.6451-3-1磚砌井壁MU10m35.8DF10222.0111.6581-3-2井壁水泥砂漿M214.5889.1DF1074DF10751.9102.2802.7862.0751-4水表組安裝個組DF04753.763.761-5-1預制頂蓋鋼筋KG102D14、F1093 DF11015.98 6.560.61 0.6691-5-2預制頂蓋模板M27.503DF10853.252.4381-5-3預制頂蓋混凝土m30.82DF10401.611.321-5-4蓋板安裝m30.82DF10530.820.6721-5-5井蓋井座安裝個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土方開挖m33.0811490.006 0.003411.736 0.0062-2排管m4DF01120.55 0.222-3管道安裝m4DF07400.770.3082-15、4土方回填m32.951460.294 0.07980.867 0.2353J2閥門井3-1土方開挖m311.2811490.006 0.003417.138 0.0593-2-1C10混凝土墊層m30.34DF10182.030.6903-2-2現澆底板鋼筋335KG61DF1087 DF10957.33 7.690.447 0.4693-2-3現澆底板支模M21.181DF10831.940.2293-2-4現澆底板C25m30.56DF10211.740.9743-3-1磚砌井壁MU10m32.07DF10222.014.1613-3-2井壁水泥砂漿M27.9135.652DF1074D16、F10751.9102.2801.5111.2893-4-1閥門安裝個1DF03650.220.2203-4-2地上消火栓安裝個1DF05000.710.710丙型3-5-1預制頂蓋鋼筋KG41DF1093 DF11015.98 6.560.245 0.2693-5-2預制頂蓋模板M22.578DF10853.250.8383-5-3預制頂蓋混凝土m30.22DF10401.610.3543-5-4蓋板安裝m30.219DF10530.820.183-5-5井蓋井座安裝個1DF1077DF10810.59 0.20.59 0.23-6土方回填m37.071460.294 0.07980.07917、 0.5644J2-J3管道4-1土方開挖m31.6111490.006 0.003410.097 0.0014-2排管m2DF01120.550.11 4-3管道安裝m2DF07400.770.1544-4土方回填m31.591460.294 0.07980.467 0.1275J3閥門井5-1土方開挖m311.2811490.006 0.003410.068 0.045-2-1C10混凝土墊層m30.34DF10182.030.695-2-2現澆底板鋼筋335KG61DF1087 DF10957.33 7.690.447 0.4695-2-3現澆底板模板M21.181DF10831.94018、.2295-2-4現澆底板C25m30.56DF10211.740.9745-3-1磚砌井壁MU10m32.07DF10222.014.1615-3-2井壁水泥砂漿M27.9135.652DF1074DF10751.9102.2801.5111.2895-4閥門安裝個1DF03650.220.225-5-1預制頂蓋鋼筋KG41DF05000.710.245 0.2695-5-2預制頂蓋模板M22.578DF1093 DF11015.98 6.560.8385-5-3預制頂蓋混凝土m30.22DF10853.250.3545-5-4蓋板安裝m30.219DF10401.610.185-5-5井蓋19、井座安裝個1DF10530.820.59 0.25-6土方回填m37.07DF1077DF10810.59 0.22.079 0.5646J3-J4管道6-1土方開挖m35.9411490.006 0.003410.035 0.026-2排管m8DF01120.550.446-3管道安裝m8DF07400.770.6166-4土方回填m35.901460.294 0.07981.735 0.4717J4閥門井7-1土方開挖m311.2811490.006 0.003410.068 0.047-2-1C10混凝土墊層m30.34DF10182.030.697-2-2現澆底板鋼筋335KG61DF20、1087 DF10957.33 7.690.447 0.4697-2-3現澆底板模板M21.181DF10831.940.2297-2-4現澆底板C25m30.56DF10211.740.9747-3-1磚砌井壁MU10m32.07DF10222.014.1617-3-2井壁水泥砂漿M27.9135.652DF1074DF10751.9102.2801.5111.2897-4閥門安裝個1DF03650.220.227-5-1預制頂蓋鋼筋KG41DF1093 DF11015.98 6.560.245 0.2697-5-2預制頂蓋模板M22.578DF10853.250.8387-5-3預制頂蓋混21、凝土m30.22DF10401.610.3547-5-4蓋板安裝m30.219DF10530.820.187-5-5井蓋井座安裝個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土方開挖m35.9411490.006 0.003410.036 0.028-2排管m8DF01120.550.44 8-3管道安裝m8DF07400.770.6168-4土方回填m35.901460.294 0.07981.735 0.4719J5閥門井9-1土方開挖m311.2811490.006 0.0022、3410.068 0.049-2-1C10混凝土墊層m30.34DF10182.030.699-2-2現澆底板鋼筋335KG61DF1087 DF10957.33 7.690.447 0.4699-2-3現澆底板模板M21.181DF10831.940.229 9-2-4現澆底板C25m30.56DF10211.740.9749-3-1磚砌井壁MU10m32.07DF10222.014.1619-3-2井壁水泥砂漿M27.9135.652DF1074DF10751.9102.2801.5111.2899-4閥門安裝個1DF03650.220.229-5-1預制頂蓋鋼筋KG41DF1093 DF23、11015.98 6.560.245 0.2699-5-2預制頂蓋模板M22.578DF10853.250.8389-5-3預制頂蓋混凝土m30.22DF10401.610.3549-5-4蓋板安裝m30.219DF10530.820.189-5-5井蓋井座安裝個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土方開挖m35.9411490.006 0.003410.036 0.0210-2排管m8DF01120.550.4410-3管道安裝m8DF07400.770.61610-24、4土方回填m35.901460.294 0.07981.735 0.47111J6閥門井11-1土方開挖m311.2811490.006 0.003410.068 0.04 11-2-1C10混凝土墊層m30.34DF10182.030.6911-2-2現澆底板鋼筋335KG61DF1087 DF10957.33 7.690.447 0.46911-2-3現澆底板模板M21.181DF10831.940.22911-2-4現澆底板C25m30.56DF10211.740.97411-3-1磚砌井壁MU10m32.07DF10222.014.16111-3-2井壁水泥砂漿M27.9135.65225、DF1074DF10751.9102.2801.5111.28911-4閥門安裝個1DF03650.220.2211-5-1預制頂蓋鋼筋KG41DF1093 DF11015.98 6.560.215 0.26911-5-2預制頂蓋模板M22.578DF10853.250.83811-5-3預制頂蓋混凝土m30.22DF10401.610.35411-5-4蓋板安裝m30.219DF10530.820.18011-5-5井蓋井座安裝個1DF1077DF10810.59 0.20.59 0.211-6土方回填m37.071460.294 0.07982.079 0.56412給水支管（1支）12-26、1土方開挖m35.811490.006 0.003413.268 0.0112-2排管m8DF01120.550.4412-3管道安裝m8DF07400.770.61612-4土方回填m35.71460.294 0.07981.676 0.45513-1水壓試驗m6213-2沖洗消毒m62DF06161.8300.113雨水管道工程施工進度計劃基本項目一覽表序號分部分項工程名稱工程量勞動定額勞動量（臺班量）備注單位數量編號數值工日（臺班）1雨水井Y2 1-1土方開挖m38.2111500.006 0.002870.049 0,0241-2現澆井基C10m30.20DF10182.030.40627、1-3-1磚砌井壁及流槽MU10m32.86DF10222.015.7491-3-2井壁水泥砂漿M28.055.85DF1074DF10751.9102.2801.538 1.3341-4井蓋井座安裝個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土方開挖m323.411500.006 0.002870.140 0.0672-2-1管道基礎支模M28.85DF10843.983.5222-2-2管道基礎澆筑m30.85553940.9560.8172-3-1排管m15DF0628128、.652.4752-3-2鋪設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檢查井3-1土方開挖m37.08711500.006 0.002870.043 0.023-2現澆井基m30.20DF10182.030.4063-3-1磚砌井壁及流槽MU10m32.86DF10222.015.7493-3-2井壁水泥砂漿M28.055.85DF1074DF10751.9102.2801.5381.3343-4井蓋井座安裝個1DF1077 DF10810.59 0.20.59 0.23-5土方回填m33.331460.294 0.07980.979 0.266