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工程名称:第一章土方工程制表:2012年3月27日序号人工材料机械直接费人工费材料费机械费1t-1人工挖土方(深度1.5m内)一、二类土5.835.832t-2人工挖土方(深度1.5m内)三类土10.5410.543t-3人工挖土方(深度1.5m内)四类土16.1616.164t-4人工挖土方(深度2m内)一、二类土7.627.625t-5人工挖土方(深度2m内)三类土12.3412.346t-6人工挖土方(深度2m内)四类土17.9617.967t-7人工挖土方(深度4m内)一、二类土11.5211.528t-8人工挖土方(深度4m内)三类土16.2316.239t-9人工挖土方(深度4m内)四类土21.8521.8510t-10人工挖土方(深度6m内)一、二类土14.2814.2811t-11人工挖土方(深度6m内)三类土18.9918.9912t-12人工挖土方(深度6m内)四类土24.6124.6113t-13人工挖淤泥流砂(深度2m内)16.1716.1714t-14人工挖淤泥流砂(深度3m内)19.7519.7515t-15人工挖淤泥流砂(深度4m内)23.723.716t-16人工挖沟槽(深度2m内)一二类土10.910.917t-17人工挖沟槽(深度4m内)一二类土14.0614.0618t-18人工挖沟槽(深度6m内)一二类土18.1118.1119t-19人工挖沟槽(深度2m内)三类土17.3617.3620t-20人工挖沟槽(深度4m内)三类土21.3521.3521t-21人工挖沟槽(深度6m内)三类土24.6124.61基价其中合计定额号项目名称单位工程量22t-22人工挖沟槽(深度2m内)四类土26.2526.2523t-23人工挖沟槽(深度4m内)四类土28.5528.5524t-24人工挖沟槽(深度6m内)四类土31.2731.2725t-25人工挖基坑(深度2m内)一二类土12.0412.0426t-26人工挖基坑(深度4m内)一二类土16.116.127t-27人工挖基坑(深度6m内)一二类土19.4419.4428t-28人工挖基坑(深度2m内)三类土20.4420.4429t-29人工挖基坑(深度4m内)三类土23.8323.8330t-30人工挖基坑(深度6m内)三类土26.9926.9931t-31人工挖基坑(深度2m内)四类土29.5429.5432t-32人工挖基坑(深度4m内)四类土32.0532.0533t-33人工挖基坑(深度6m内)四类土35.1635.1634t-34人工挖孔桩(深度6m内)二类土37.1537.1535t-35人工挖孔桩(深度8m内)二类土44.5444.5436t-36人工挖孔桩(深度10m内)二类土50.1350.1337t-37人工挖孔桩(深度12m内)二类土55.7255.7238t-38人工挖孔桩(深度6m内)三类土46.5146.5139t-39人工挖孔桩(深度8m内)三类土55.8155.8140t-40人工挖孔桩(深度10m内)三类土62.8362.8341t-41人工挖孔桩(深度12m内)三类土69.7769.7742t-42人工挖孔桩(深度6m内)四类土69.7769.7743t-43人工挖孔桩(深度8m内)四类土83.7283.7244t-44人工挖孔桩(深度10m内)四类土94.1994.1945t-44人工挖孔桩(深度10m内)四类土94.1994.1946t-45人工挖孔桩(深度12m内)四类土104.69104.6947t-46人工挖孔桩(深度6m内)松石89.5189.5148t-47人工挖孔桩(深度8m内)松石107.4107.449t-48人工挖孔桩(深度10m内)松石120.84120.8450t-49人工挖孔桩(深度12m内)松石134.43134.4351t-50冻土打桩钻孔(Φ430)(深度3m内)个52.024.1816.7931.0652t-51冻土打桩钻孔(Φ470)(深度3m内)个72.735.8523.543.3853t-52人工挖桩间土13.8513.8554t-53人工挖冻土(深度0.5m内)42.4742.4755t-54人工挖冻土(深度1m内)60.2460.2456t-55人工挖冻土(深度2m内)65.4865.4857t-56人工挖冻土(深度3m内)73.3473.3458t-57人工爆破开挖冻土(深度0.5m以内)18.3814.973.4159t-58人工爆破开挖冻土(深度1m以内)27.1523.743.4160t-59人工爆破开挖冻土(深度1m以外)28.4325.023.4161t-60无声破碎开挖冻土(深度0.5m以内)39.6114.9724.64621×t-61无声破碎开挖冻土(每增0.5m)41.1916.5524.6463t-61无声破碎开挖冻土(每增0.5m)41.1916.5524.6464t-62回填土松填2.772.7765t-63回填土夯填9.288.041.2466t-64回填砂43.417.0536.3667t-65回填砂砾37.477.0529.181.2468t-66回填炉渣夯填63.17.0554.811.2469t-67人工原土夯实0.640.6470t-68机械原土夯实地坪0.550.460.0971t-69机械原土夯实基槽0.730.640.0972t-70平整场地1.021.0273t-71基础钎探1.981.9874t-72人工装土3.533.5375t-73人工运土方(运距20m内)1006.596.5976t-74人工运土方运距200m内每增20m1.691.6977t-75人工运淤泥流砂(运距20m内)10014.2114.2178t-76人工运淤泥流砂运距200m内每增20m2.452.4579t-77单双轮车运土方运距50m内1005.315.3180t-78单双轮车运土方运距500m内每增50m0.980.9881t-79支木挡土板木支撑密撑13.776.916.8682t-80支木挡土板钢支撑密撑12.135.266.8883t-81支木挡土板木支撑疏撑11.055.375.6884t-82支木挡土板钢支撑疏撑9.884.095.7985t-83支竹挡土板木支撑密撑116.874.1386t-84支竹挡土板钢支撑密撑9.275.224.0687t-85支竹挡土板木支撑疏撑9.525.354.1788t-86支竹挡土板钢支撑疏撑8.194.094.189t-87支钢挡土板木支撑密撑13.226.916.3190t-88支钢挡土板钢支撑密撑11.575.326.2591t-89支钢挡土板木支撑疏撑11.125.415.792t-90支钢挡土板钢支撑疏撑9.774.145.6393t-91人工平基凿石松石23.1723.1794t-92人工平基凿石次坚石29.6329.6395t-93人工平基凿石普坚石52.0552.0596t-94人工平基凿石特坚石85.8185.8197t-95人工沟槽凿石松石27.4127.4198t-96人工沟槽凿石次坚石35.0235.0299t-97人工沟槽凿石普坚石70.170.1100t-98人工沟槽凿石特坚石141.23141.23101t-99人工基坑凿石松石38.0538.05102t-100人工基坑凿石次坚石48.6248.62103t-101人工基坑凿石普坚石105.3105.3104t-102人工基坑凿石特坚石219.37219.37105t-103人工(平基)打眼爆破松石11.058.772.28106t-104人工(平基)打眼爆破次坚石13.75112.75107t-105人工(平基)打眼爆破普坚石23.3619.83.56108t-106人工(平基)打眼爆破特坚石35.531.014.49109t-107人工(沟槽)打眼爆破松石29.1823.545.64110t-108人工(沟槽)打眼爆破次坚石36.7629.766.99111t-109人工(沟槽)打眼爆破普坚石59.4350.389.05112t-110人工(沟槽)打眼爆破特坚石90.8379.6111.22113t-111人工(基坑)打眼爆破松石32.2525.27.05114t-112人工(基坑)打眼爆破次坚石42.8931.9510.93115t-113人工(基坑)打眼爆破普坚石6853.0314.97116t-114人工(基坑)打眼爆破特坚石102.8683.5119.34117t-115机械(平基)打眼爆破松石11.033.742.714.58118t-116机械(平基)打眼爆破次坚石16.265.113.67.55119t-117机械(平基)打眼爆破普坚石23.026.024.8112.19120t-118机械(平基)打眼爆破特坚石30.447.686.1416.63121t-119机械(沟槽)打眼爆破松石26.639.186.7210.73122t-120机械(沟槽)打眼爆破次坚石40.6613.358.8918.42123t-121机械(沟槽)打眼爆破普坚石57.1115.7711.6829.66124t-122机械(沟槽)打眼爆破特坚石75.1120.1114.940.1125t-123机械(基坑)打眼爆破松石30.679.99.1311.64126t-124机械(基坑)打眼爆破次坚石55.8717.1714.2124.49127t-125机械(基坑)打眼爆破普坚石84.832120.0243.81128t-126机械(基坑)打眼爆破特坚石119.1429.2327.0562.85129t-127无声破碎(机械打眼)钢筋混凝土144.519.2666.6458.6130t-128无声破碎(机械打眼)混凝土139.6514.4266.6458.6131t-129无声破碎(人工打眼)钢筋混凝土142.2350.767.5923.94132t-130无声破碎(人工打眼)混凝土137.3845.8567.5923.94133t-131人力运石方运距20m内1009.699.69134t-132人力运石方运距200m内每增20m2.852.85135t-133单双轮车运石方运距50m内20009.529.52136t-134单双轮车运石方运距500m内每增50m2.282.28137t-135推土机推土方运距20m内10001.710.191.51138t-136推土机推土方运距每增10m0.830.83139t-137拖式铲运机铲运土方运距200m内10002.580.190.032.36140t-138拖式铲运机铲运土方运距每增200m1.261.26141t-139自行式铲运机铲运土方运距300m内10003.290.190.033.07142t-140自行式铲运机铲运土方运距每增200m1.051.05143t-141挖掘机挖土(不装车)一、二类土2.620.192.42144t-142挖掘机挖土(不装车)三类土3.080.192.89145t-143挖掘机挖土(不装车)四类土3.480.193.29146t-144挖掘机挖土(装车)一、二类土5.070.194.87147t-145挖掘机挖土(装车)三类土5.940.195.75148t-146挖掘机挖土(装车)四类土6.720.196.52149t-147机械挖管沟土方一、二类土2.080.191.89150t-148机械挖管沟土方三类土2.440.192.25151t-149机械挖管沟土方四类土2.760.192.56152t-150机械挖淤泥、流砂5.780.55.27153t-151机械凿挖岩石48.580.2648.32154t-152机械挖永冻土53.420.2653.16155t-153机械挖冻土41.70.1941.5156t-154装载机装运土方运距20m内1.690.191.5157t-155装载机装运土方运距60m内2
本文标题:内蒙古建筑工程预算定额(2009)
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