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1、合合同同剩剩余余工工程程施施工工計計劃劃安安排排表表序號項目名稱單位剩余工程量單價（元）產值（萬元）/11/1/12/1/1/1/2/1/3/1/4/1/5/1/6/1完成工程量產值（萬元）完成工程量產值（萬元）完成工程量產值（萬元）完成工程量產值（萬元）完成工程量產值（萬元）完成工程量產值（萬元）完成工程量產值（萬元）完成工程量產值（萬元）1路路基基路基挖方m3570015.508.83526004.0331004.8052路基填方m31600018.4029.441200022.0840007.443路基防護（擋墻）m38800143.00125.84150021.45120017.1652、007.155007.150150021.450200028.600160022.8804路基防護（漿砌片石骨架護坡）m32707147.0039.795007.35080011.76080011.7606078.9235路基排水（截水溝）m80189.001.512300.567500.9456路基排水（H1型邊溝）m403185.007.4561502.7751502.7751031.9067路基排水（H2型邊溝）m445195.008.678500.9751001.951001.9501953.8038路基排水（A1型排水溝）m997165.0016.4511001.6501001.653、01502.4752504.1252504.1251472.4269路基排水（A2型排水溝）m662293.0019.3971002.930501.4651002.9302005.8601504.395621.81710路基排水（C型線外排水溝）m43162.000.697200.324230.372611路基排水（D型中間帶排水溝）m27582.002.2551501.2301251.02512路基排水（G1型排水溝）m31564.002.016500.3201651.0561000.64013路基排水（G2型排水溝）m5561.000.336200.122350.33614超高路段排水304、.43210.0015.005.43215其它（路塹二級防護、河床鋪砌等）80.0020.0020.0020.0020.0016橋橋梁梁涵涵洞洞樁基系梁根194000.9410.9417臺身混凝土m360050030.0040020.0020010.0018立柱根5120006.0056.0019蓋梁片65200031.20210.40420.8020板梁預制片7226000187.201026.0045117.001744.2021板梁安裝片72300021.603610.803610.8022橋面系孔414240056.96114.24228.48114.2423涵洞座130537030.5、54130.5424臺后搭板、錐體萬元14.7114.7125隧隧道道左洞開挖m2568650221.44140121.10116100.3426左洞支護m320335.6015060.00100210.007065.6027左洞襯砌m10805000540.0013567.5013567.5013567.5013567.5018090.0018090.009045.009045.0028左洞水溝、電纜槽m16101050169.05505.2510010.5010010.5015015.7535036.7540042.0040042.00606.3029左洞路面m213480203.80276、4.72100020.38150030.57150030.57150030.57200040.76200040.76300061.1498019.9730右洞開挖m3308650285.45140121.10140121.105043.2531左洞支護m360308.5014056.00120180.0010072.5032右洞襯砌m12105000605.0012060.0012060.0012060.0018090.00240120.00240120.0010050.009045.0033右洞水溝、電纜槽m15251050160.13505.2510010.5010010.5010010.7、5025026.2540042.0040042.0012513.1334右洞路面m212769203.80260.23100020.38100020.38150030.57150030.57200040.76200040.76300061.1476915.6735其它（洞門、洞內裝飾等）280.0050.00100.00100.0030.00合計4192.4652.441002.99460.5296.22516.12624.61464.66175.07統計：復核：合同路基附屬主要工程開工、完工時間安排表序號項目名稱單位 數量開工日期完工日期備注一邊溝（一）H1型M7.5漿砌片石邊溝m403408、31K18+400+482左側m823.204.30路基上堆放有棄碴2YK19+404+725右側m3213.205.20碎石加工場3H2型M7.5漿砌片石邊溝m4454454K18+092+190左側m9812.1012.305ZK19+696.5+740左側m442.203.20隧道左洞洞口6YK19+037.4+340右側m30312.103.20（二）排水溝A1型M7.5漿砌片石排水溝m9979971K18+830+927左側m973.104.20建有嶺腳村民過渡房2K18+000+165右側m1653.204.303K18+250+480右側m2302.153.104K18+743K9、19+017右側m1944.105.10施工便道上5ZK19+060+168左側m10812.1012.306ZK19+353.6+545左側m1913.105.20上面倒有隧道洞碴7ZK19+677+688.5左側m1211.2012.10A2型M7.5漿砌片石排水溝m6626628K18+000+082左側m8211.2012.209K18+200+390左側m19012.101.2010K18+489+830左側m3413.205.10上面倒有隧道洞碴11YK19+348+397右側m494.205.20建有隧道工班臨時板房12C型M7.5漿砌片石線外排水溝m434313K18+927+10、951左側m243.103.2014K18+988K19+007右側m192.152.28D型M7.5漿砌片石中間帶排水溝m27527515ZK19+448+665左側m2174.205.20碎石加工場16ZK19+710+768左側m584.205.20碎石加工場G1型M7.5漿砌片石排水溝m31531517K18+080+200級防護m612.203.3018K18+080+200級防護m462.203.2019K18+400+480級防護m523.204.2020K18+400+480級防護m353.104.10制表：復核：合同路基附屬主要工程開工、完工時間安排表序號項目名稱單位 數量開11、工日期完工日期備注21YK19+600+720級防護平臺上m673.204.2022YK19+600+720級防護平臺上m543.104.10G2型M7.5漿砌片石排水溝m5523ZK19+700+740級防護m53.103.2024YK19+175+325級防護m503.104.10（三）M7.5漿砌片石截水溝m80801ZK19+688.5+860左側m803.104.20（四）護坡M7.5漿砌片石骨架護坡m3270727071K18+000+140右側m31584.105.20已堆放棄碴2K18+165+285右側m31262.204.203K18+285+415右側m31792.20412、.204K18+415+470右側m3583.104.205K18+470+800右側m33033.204.306K18+800K19+017.37右側m31703.104.207K18+480K19+017.37左側m35172.154.308ZK19+037.438+140左側級防護m31483.104.209ZK19+037.438+140左側級防護m31523.104.2010ZK19+140+350左側m33043.205.2011ZK19+350+450左側級防護m31453.204.20已堆放棄碴12ZK19+350+450左側級防護m31634.105.20已堆放棄碴13ZK113、9+450+520左側m31014.105.20已堆放棄碴14YK19+037.438+175右側m31262.154.2015YK19+333+395右側m3573.104.20建有隧道工班臨時板房（五）深挖方路基防護1K18+080+200左側漿砌仰斜擋墻m312168.2012.202K18+400+480左側漿砌仰斜擋墻m37912.204.20已堆放棄碴3YK19+600+720右側護面墻m312583.205.20攪拌站4ZK19+700+740左側漿砌仰斜擋墻m33773.205.20隧道左洞洞口5YK19+175+325右側漿砌仰斜擋墻m3144112.201.206YK19+14、415+600右側漿砌仰斜擋墻m31938.83.105.20碎石加工場7YK19+720+825左側漿砌仰斜擋墻m39963.205.20隧道右洞洞口8YK19+720+825右側漿砌仰斜擋墻m311003.205.20隧道右洞洞口制表：復核：合合同同路路基基、橋橋梁梁主主要要工工程程節節點點工工期期獎獎罰罰表表序號項目名稱單位數量開工日期完工日期 獎罰金額（元）備注一路基挖方m3570012.3130000二路基填方m31600012.3130000三路基附屬工程（一）H1型M7.5漿砌片石邊溝m4034031K18+400+482左側m823.204.30300路基上堆放有棄碴2YK1915、+404+725右側m3213.205.201000碎石加工場3H2型M7.5漿砌片石邊溝m4454454K18+092+190左側m9812.1012.305005ZK19+696.5+740左側m442.203.20200隧道左洞洞口6YK19+037.4+340右側m30312.103.20800（二）排水溝A1型M7.5漿砌片石排水溝m9979971K18+830+927左側m973.104.20500建有嶺腳村民過渡房2K18+000+165右側m1653.204.305003K18+250+480右側m2302.153.105004K18+743K19+017右側m1944.10516、.10500施工便道上5ZK19+060+168左側m10812.1012.302006ZK19+353.6+545左側m1913.105.20200上面倒有隧道洞碴7ZK19+677+688.5左側m1211.2012.10A2型M7.5漿砌片石排水溝m6626628K18+000+082左側m8211.2012.202009K18+200+390左側m19012.101.2050010K18+489+830左側m3413.205.101000上面倒有隧道洞碴11YK19+348+397右側m494.205.20200建有隧道工班臨時板房12C型M7.5漿砌片石線外排水溝m434313K1817、+927+951左側m243.103.2014K18+988K19+007右側m192.152.28D型M7.5漿砌片石中間帶排水溝m27527515ZK19+448+665左側m2174.205.201000碎石加工場16ZK19+710+768左側m584.205.20200碎石加工場G1型M7.5漿砌片石排水溝m31531517K18+080+200級防護m612.203.3020018K18+080+200級防護m462.203.2020019K18+400+480級防護m523.204.2020020K18+400+480級防護m353.104.10200制表：復核：合同路基附屬主要18、工程開工、完工時間安排表序號項目名稱單位數量開工日期完工日期 獎罰金額（元）備注21YK19+600+720級防護平臺上m673.204.2020022YK19+600+720級防護平臺上m543.104.10200G2型M7.5漿砌片石排水溝m5523ZK19+700+740級防護m53.103.2024YK19+175+325級防護m503.104.10200（三）M7.5漿砌片石截水溝m80801ZK19+688.5+860左側m803.104.20200（四）護坡M7.5漿砌片石骨架護坡m3270727071K18+000+140右側m31584.105.20500已堆放棄碴2K18+19、165+285右側m31262.204.203003K18+285+415右側m31792.204.205004K18+415+470右側m3583.104.201005K18+470+800右側m33033.204.3010006K18+800K19+017.37右側m31703.104.20400施工便道上7K18+480K19+017.37左側m35172.154.301500已堆放棄碴8ZK19+037.438+140左側級防護m31483.104.205009ZK19+037.438+140左側級防護m31523.104.2050010ZK19+140+350左側m33043.20520、.20100011ZK19+350+450左側級防護m31453.204.20500已堆放棄碴12ZK19+350+450左側級防護m31634.105.20500已堆放棄碴13ZK19+450+520左側m31014.105.20300已堆放棄碴14YK19+037.438+175右側m31262.154.2030015YK19+333+395右側m3573.104.20200建有隧道工班臨時板房（五）深挖方路基防護1K18+080+200左側漿砌仰斜擋墻m312168.2012.2030002K18+400+480左側漿砌仰斜擋墻m37912.204.202000已堆放棄碴3YK19+6021、0+720右側護面墻m312583.205.204000攪拌站4ZK19+700+740左側漿砌仰斜擋墻m33773.205.201000隧道左洞洞口5YK19+175+325右側漿砌仰斜擋墻m3144112.201.2020006YK19+415+600右側漿砌仰斜擋墻m31938.83.105.204000碎石加工場7YK19+720+825左側漿砌仰斜擋墻m39963.205.202000隧道右洞洞口8YK19+720+825右側漿砌仰斜擋墻m311003.205.204000隧道右洞洞口合計100000制表：復核：序序號號班班組組名名稱稱施施工工時時間間5 5月月6 6月月7 7月月822、 8月月1 1基基礎礎挖挖方方2000方2 2挖挖孔孔樁樁橋樁3根（31）米橋樁1根（10）米橋樁3根(36)米橋樁4根(44)米橋水中樁2根(21)米橋樁1根樁(11)米3 3梁梁 板板梁板場地到位梁板場地平整、梁板預制準備工作13米梁8片13米梁板164 4立立柱柱系系梁梁蓋蓋梁梁等等橋系梁2個立柱4根0橋臺基礎橋蓋梁2個0橋臺完工3橋臺基礎1 1完完成成工工程程量量49680496802 275658.14724683.849159330.012144837.9793 300.00081233.09162466.184 4108556.2551686.12356911.37合合 計計7523、658.14775658.147133240.10133240.10292249.22292249.22664215.53664215.53 備備注注:1 1、本本計計劃劃要要求求梁梁場場場場地地能能在在5 5月月2020日日前前完完成成征征收收并并交交付付橋橋梁梁工工區區使使用用;2 2、要要求求按按路路基基施施工工計計劃劃完完成成K1+166K1+166K3+166K3+166段段完完成成征征地地工工作作，為為橋橋提提供供施施工工便便道道。9 9月月1010月月1111月月1212月月橋樁3根(32)米橋樁4根(47)米橋水中樁2根(25)米橋樁1根(10)米橋水中樁2根(25)米13米梁24、板安裝12片25米箱梁底座加工25米箱梁預制6片13米梁安裝12片25米梁預制6片25米梁預制6片20米梁底座、準備工作橋3橋臺臺身、臺帽橋系梁4個0臺基礎橋立柱5個系梁1根橋立柱5根104883.0976148787.6968134904.2976101319.19840.00440445.31440445.31440445.31267457.7576387.84101637.4585648.015372340.8486372340.8486665620.8455665620.8455676987.0599676987.0599627412.5229627412.5229施施工工時時間間2000方4968049680 備備注注:1 1、本本計計劃劃要要求求梁梁場場場場地地能能在在5 5月月2020日日前前完完成成征征收收并并交交付付橋橋梁梁工工區區使使用用;2 2、要要求求按按路路基基施施工工計計劃劃完完成成K1+166K1+166K3+166K3+166段段完完成成征征地地工工作作，為為橋橋提提供供施施工工便便道道。3557404.2713557404.271