施工進(jìn)度計(jì)劃基本項(xiàng)目一覽表

第頁(yè)污水管道工程施工進(jìn)度計(jì)劃基本項(xiàng)目一覽表序號(hào)分部分項(xiàng)工程名稱工程量勞動(dòng)定額勞動(dòng)量（臺(tái)班量）備注單位數(shù)量編號(hào)數(shù)值工日（臺(tái)班）1化糞池人工機(jī)械1-1土方開挖m3301——1490.0060.00340.1800.1021-2-1C10混凝土墊層m31.210182.032.4361-2-2現(xiàn)澆底板鋼筋146（Φ8）54（Φ12）50（Φ16）1087109510871095108410977.3307.6907.3307.6906.6106.9401.071.121.071.120.330.351-2-3現(xiàn)澆底板模板M27.4510831.941.4451-2-4現(xiàn)澆底板C25混凝土m32.3910211.740.4161-3-1磚砌井壁10下部m31510222.0130.151-3-2中部圈梁模板M211.355——830.02210.251-3-3中部圈梁鋼筋62（Φ8）126（Φ12）103（Φ16）5——2955——2975——29914.750.320.120.369.540.280.090.450.450.097.320.170.10.230.450.090.9150.0200.0070.0221.2020.0350.0110.0110.0110.0180.0100.0240.0460.0091-3-4中部圈梁澆筑m32.725——4082.416.5551-3-5磚砌井壁10上部m312.210222.0124.5221-3-6頂部圈梁模板M211.355——830.02210.251頂部圈梁鋼筋71（Φ8）112（Φ12）98（Φ16）5——2955——2975——29914.750.320.120.369.540.280.090.450.450.097.320.170.10.230.450.090.9150.0200.0070.0221.2020.0350.0110.0110.0110.0180.0100.0240.0460.0091-3-7頂部圈梁澆筑m32.355——4082.415.6641-3-8井壁水泥砂漿M2101.6（外側(cè)）85.6（內(nèi)側(cè)）107410751.912.2819.46619.5171-5-1預(yù)制頂蓋鋼筋146（Φ8）58（Φ12）46（Φ16）5——3245——3285——33213.990.290.10.329.040.250.080.230.440.096.910.150.090.20.440.092.0430.0420.0150.0470.5360.0150.0050.0260.0050.3180.0070.0090.0090.0200.0091-5-2預(yù)制頂蓋模板M27.4510863.592.6751-5-3預(yù)制頂蓋混凝土m32.3910401.6103.848人工攪拌（下同）1-5-4蓋板安裝m32.3910481.1102.6531-5-5井蓋井座安裝個(gè)1107710810.590.2000.590.2鑄鐵（下同）1-6土方回填m38.41——46夯填0.2940.07982.4700.6701-7滿水試驗(yàn)m3210.190534.0012d250管道2-1土方開挖m371——1500.0060.002870.0420.0202-2-1管道基礎(chǔ)支模M22.3610843.980.9392-2-2管道基礎(chǔ)澆筑m30.2285——3940.95630.2182-3-1排管m406281.6500.66人力《100米2-3-2鋪設(shè)m406921.4500.582-3-3管道安裝個(gè)107400.770.077以2米管長(zhǎng)計(jì)2-4土方回填m36.461——46夯填0.2940.07982.4700.6703P4檢查井3-1土方開挖m36.161——1500.0060.002870.0370.0183-2現(xiàn)澆井基C10m30.1310182.0300.2643-3-1磚砌井壁及流槽10m31.510222.0103.0153-3-2井壁水泥砂漿M25.10外3.25內(nèi)107410751.9102.2800.9740.7413-4井蓋井座安裝個(gè)1107710810.590.2000.590.23-5土方回填m33.971——460.2940.07981.1670.3174p43管道4-1土方開挖m312.0781——1500.0060.002870.0720.0354-2-1管道基礎(chǔ)支模M24.7210843.981.8794-2-2管道基礎(chǔ)澆筑m30.4565——3940.9560.4364-3-1排管m806281.6501.324-3-2鋪設(shè)m806921.4501.164-3-3管道接口m307400.7700.2314-5土方回填m3111——460.2940.07983.2340.8785p3檢查井5-1土方開挖m35.221——1500.0060.002870.0310.0155-2現(xiàn)澆井基C25m30.1310182.1300.2645-3-1磚砌井壁及流槽10m31.2610222.0102.535-3-2井壁水泥砂漿M25.外3.05內(nèi)107410751.9102.2800.9550.6955-4井蓋井座安裝個(gè)1107710810.590.2000.590.25-5土方回填m33.161——460.2940.07980.9290.2526p32管道6-1土方開挖m310.6921——1500.0060.002870.0640.036-2-1管道基礎(chǔ)支模M24.7210843.981.8796-2-2管道基礎(chǔ)澆筑m30.4565——3940.9560.4366-3-1排管m806281.651.326-3-2鋪設(shè)m806921.451.166-3-3管道接口m307400.770.2316-5土方回填m39.621——460.2940.07982.8280.7687P2檢查井7-1土方開挖m351——1500.0060.002870.030.0147-2現(xiàn)澆井基C25m30.1310182.0300.2647-3-1磚砌井壁及流槽10m31.2010222.0102.4127-3-2井壁水泥砂漿M24.9外2.95內(nèi)107410751.9102.2800.9360.6737-4井蓋井座安裝個(gè)1107710810.590.20.590.27-5土方回填m31.971——460.2940.07980.5790.1578P21管道8-1土方開挖m310.161——1500.0060.002870.610.038-2-1管道基礎(chǔ)支模M24.7210843.981.8798-2-2管道基礎(chǔ)澆筑m30.4565——3940.9560.4368-3-1排管m806281.651.328-3-2鋪設(shè)m806921.451.168-3-3管道安裝m307400.770.2318-4土方回填m39.091——460.2940.07982.6720.7259P1檢查井9-1土方開挖m34,781——170.63280.00520.2870.019-2現(xiàn)澆井基m30.1310182.0300.2649-3-1磚砌井壁及流槽10m31.14510222.0102.3019-3-2井壁水泥砂漿M24.8外2.85內(nèi)107410751.9102.2800.9170.659-4井蓋井座安裝個(gè)110770.590.20.590.29-5土方回填m32.891——460.2940.07980.8500.23110排水支管管道（1支）10-1-1土方開挖m32.241——1500.0060.002870.1340.00110-1-2砂墊層m30.2800210.470.13210-2管道安裝m407400.770.30810-3土方回填m32.211——460.2940.07980.6500.17611閉水試驗(yàn)m4407723.0613.464給水管道工程施工進(jìn)度計(jì)劃基本項(xiàng)目一覽表序號(hào)分部分項(xiàng)工程名稱工程量勞動(dòng)定額勞動(dòng)量（臺(tái)班量）備注單位數(shù)量編號(hào)數(shù)值工日（臺(tái)班）1水表井1-1水表井土方開挖m321.831——1490.0060.003410.1310.071-2-1C10混凝土墊層m30.8810182.031.1861-2-2現(xiàn)澆底板鋼筋33569108710957.337.690.5060.5311-2-3現(xiàn)澆底板模板M22.24410831.940.4351-2-4現(xiàn)澆底板混凝土m31.5210211.742.6451-3-1磚砌井壁10m35.810222.0111.6581-3-2井壁水泥砂漿M214.5889.1107410751.9102.2802.7862.0751-4水表組安裝個(gè)組04753.763.761-5-1預(yù)制頂蓋鋼筋102109311015.986.560.610.6691-5-2預(yù)制頂蓋模板M27.50310853.252.4381-5-3預(yù)制頂蓋混凝土m30.8210401.611.321-5-4蓋板安裝m30.8210530.820.6721-5-5井蓋井座安裝個(gè)110770.590.20.590.21-6水表井土方回填m39.131——460.2940.07982.6840.7292J12管道2-1土方開挖m33.081——1490.0060.003411.7360.0062-2排管m401120.550.222-3管道安裝m407400.770.3082-4土方回填m32.951——460.2940.07980.8670.2353J2閥門井3-1土方開挖m311.281——1490.0060.003417.1380.0593-2-1C10混凝土墊層m30.3410182.030.6903-2-2現(xiàn)澆底板鋼筋33561108710957.337.690.4470.4693-2-3現(xiàn)澆底板支模M21.18110831.940.2293-2-4現(xiàn)澆底板C25m30.5610211.740.9743-3-1磚砌井壁10m32.0710222.014.1613-3-2井壁水泥砂漿M27.9135.652107410751.9102.2801.5111.2893-4-1閥門安裝個(gè)103650.220.2203-4-2地上消火栓安裝個(gè)105000.710.710丙型3-5-1預(yù)制頂蓋鋼筋41109311015.986.560.2450.2693-5-2預(yù)制頂蓋模板M22.57810853.250.8383-5-3預(yù)制頂蓋混凝土m30.2210401.610.3543-5-4蓋板安裝m30.21910530.820.183-5-5井蓋井座安裝個(gè)1107710810.590.20.590.23-6土方回填m37.071——460.2940.07980.0790.5644J23管道4-1土方開挖m31.611——1490.0060.003410.0970.0014-2排管m201120.550.114-3管道安裝m207400.770.1544-4土方回填m31.591——460.2940.07980.4670.1275J3閥門井5-1土方開挖m311.281——1490.0060.003410.0680.045-2-1C10混凝土墊層m30.3410182.030.695-2-2現(xiàn)澆底板鋼筋33561108710957.337.690.4470.4695-2-3現(xiàn)澆底板模板M21.18110831.940.2295-2-4現(xiàn)澆底板C25m30.5610211.740.9745-3-1磚砌井壁10m32.0710222.014.1615-3-2井壁水泥砂漿M27.9135.652107410751.9102.2801.5111.2895-4閥門安裝個(gè)103650.220.225-5-1預(yù)制頂蓋鋼筋4105000.710.2450.2695-5-2預(yù)制頂蓋模板M22.578109311015.986.560.8385-5-3預(yù)制頂蓋混凝土m30.2210853.250.3545-5-4蓋板安裝m30.21910401.610.185-5-5井蓋井座安裝個(gè)110530.820.590.25-6土方回填m37.07107710810.590.22.0790.5646J34管道6-1土方開挖m35.941——1490.0060.003410.0350.026-2排管m801120.550.446-3管道安裝m807400.770.6166-4土方回填m35.901——460.2940.07981.7350.4717J4閥門井7-1土方開挖m311.281——1490.0060.003410.0680.047-2-1C10混凝土墊層m30.3410182.030.697-2-2現(xiàn)澆底板鋼筋33561108710957.337.690.4470.4697-2-3現(xiàn)澆底板模板M21.18110831.940.2297-2-4現(xiàn)澆底板C25m30.5610211.740.9747-3-1磚砌井壁10m32.0710222.014.1617-3-2井壁水泥砂漿M27.9135.652107410751.9102.2801.5111.2897-4閥門安裝個(gè)103650.220.227-5-1預(yù)制頂蓋鋼筋41109311015.986.560.2450.2697-5-2預(yù)制頂蓋模板M22.57810853.250.8387-5-3預(yù)制頂蓋混凝土m30.2210401.610.3547-5-4蓋板安裝m30.21910530.820.187-5-5井蓋井座安裝個(gè)1107710810.590.20.590.27-6土方回填m37.071——460.2940.07982.0790.5648J45管道8-1土方開挖m35.941——1490.0060.003410.0360.028-2排管m801120.550.448-3管道安裝m807400.770.6168-4土方回填m35.901——460.2940.07981.7350.4719J5閥門井9-1土方開挖m311.281——1490.0060.003410.0680.049-2-1C10混凝土墊層m30.3410182.030.699-2-2現(xiàn)澆底板鋼筋33561108710957.337.690.4470.4699-2-3現(xiàn)澆底板模板M21.18110831.940.2299-2-4現(xiàn)澆底板C25m30.5610211.740.9749-3-1磚砌井壁10m32.0710222.014.1619-3-2井壁水泥砂漿M27.9135.652107410751.9102.2801.5111.2899-4閥門安裝個(gè)103650.220.229-5-1預(yù)制頂蓋鋼筋41109311015.986.560.2450.2699-5-2預(yù)制頂蓋模板M22.57810853.250.8389-5-3預(yù)制頂蓋混凝土m30.2210401.610.3549-5-4蓋板安裝m30.21910530.820.189-5-5井蓋井座安裝個(gè)1107710810.590.20.590.29-6土方回填m37.071——460.2940.07982.0790.56410J56管道10-1土方開挖m35.941——1490.0060.003410.0360.0210-2排管m801120.550.4410-3管道安裝m807400.770.61610-4土方回填m35.901——460.2940.07981.7350.47111J6閥門井11-1土方開挖m311.281——1490.0060.003410.0680.0411-2-1C10混凝土墊層m30.3410182.030.6911-2-2現(xiàn)澆底板鋼筋33561108710957.337.690.4470.46911-2-3現(xiàn)澆底板模板M21.18110831.940.22911-2-4現(xiàn)澆底板C25m30.5610211.740.97411-3-1磚砌井壁10m32.0710222.014.16111-3-2井壁水泥砂漿M27.9135.652107410751.9102.2801.5111.28911-4閥門安裝個(gè)103650.220.2211-5-1預(yù)制頂蓋鋼筋41109311015.986.560.2150.26911-5-2預(yù)制頂蓋模板M22.57810853.250.83811-5-3預(yù)制頂蓋混凝土m30.2210401.610.35411-5-4蓋板安裝m30.21910530.820.18011-5-5井蓋井座安裝個(gè)1107710810.590.20.590.211-6土方回填m37.071——460.2940.07982.0790.56412給水支管（1支）12-1土方開挖m35.81——1490.0060.003413.2680.0112-2排管m801120.550.4412-3管道安裝m807400.770.61612-4土方回填m35.71——46