附录二-基本定额

第1页共13页附录二基本定额（一）砂浆及混凝土材料消耗1.砂浆配合比表单位：1m3砂浆及水泥浆顺序号项目单位水泥砂浆砂浆强度等级M5M7.5M10M12.5M15M20M25M30M35M4012345678910132.5级水泥kg218266311345393448527612693760242.5级水泥kg----------3生石灰kg----------4中（粗）砂m31.121.091.071.071.071.061.020.990.980.95顺序号项目单位水泥砂浆混合砂浆石灰砂浆水泥浆水泥砂浆砂浆强度等级强度等级1:11:21:2.51:3M2.5M5M7.5M10M1M50111213141516171819202122132.5级水泥kg780553472403165210253290-1348--242.5级水泥kg----------14989273生石灰kg----127946129207---4中（粗）砂m30.670.951.011.041.041.041.041.041.1--1注：表列用量已包括场内运输及操作损耗。第2页共13页2.混凝土配合比表单位：1m3混凝土顺序号项目单位普通混凝土碎（砾）石最大粒径（mm）20混凝土强度等级C10C15C20C25C30C35C40C45C50水泥强度等级32.532.532.532.532.542.532.542.532.542.552.542.552.542.552.51234567891011121314151水泥kg2382863153684063884504054884433994824395244792中（粗）砂m30.510.510.490.480.460.480.450.470.430.450.470.450.450.440.423碎（砾）石m30.850.820.820.80.790.790.780.790.780.790.790.770.790.750.794片石m3---------------第3页共13页顺序号项目单位普通混凝土碎（砾）石最大粒径（mm）2040混凝土强度等级C55C60C10C15C20C25C30C35C40C4552.552.532.532.532.532.532.542.532.542.532.542.552.542.552.51617181920212223242526272829301水泥kg5165392252672983353773554183724614153594403992中（粗）砂m30.420.410.510.50.490.480.460.460.450.460.430.440.460.440.443碎（砾）石m30.740.710.870.850.840.830.830.840.820.830.810.830.840.810.844片石m3---------------第4页共13页顺序号项目单位普通混凝土泵送混凝土碎（砾）石最大粒径（mm）408020混凝土强度等级C50C55C10C15C20C15C20C25C30C35C40C45水泥强度等级42.552.552.532.532.532.532.532.532.532.532.542.532.542.542.53132333435363738394041424344451水泥kg4874304512122532823213544074434914315384715122中（粗）砂m30.430.410.410.580.550.540.590.570.560.550.540.560.520.540.543碎（砾）石m30.790.840.830.830.830.820.750.750.710.70.690.70.670.690.674片石m3---------------第5页共13页顺序号项目单位泵送混凝土碎（砾）石最大粒径（mm）2040混凝土强度等级C50C55C60C10C15C20C25C30C35C40C45C50C55水泥强度等级42.552.552.532.532.532.532.532.532.542.532.542.542.542.552.54647484950515253545556575859601水泥kg5545465702363023253724204614035054404785054982中（粗）砂m30.530.510.50.660.590.590.580.560.540.570.520.550.560.550.553碎（砾）石m30.660.650.620.730.770.750.730.730.720.720.70.710.680.670.654片石m3---------------第6页共13页顺序号项目单位水下混凝土防水混凝土喷射混凝土片石混凝土碎（砾）石最大粒径（mm）402080混凝土强度等级C20C25C30C35C25C30C35C40C15C20C25C30C10C15C20水泥强度等级32.532.532.532.532.532.542.542.532.532.532.532.532.532.532.56162636465666768697071727374751水泥kg3684274605053683983854344354454695101802152402中（粗）砂m30.520.510.510.490.490.460.470.460.610.610.60.590.490.470.463碎（砾）石m30.710.690.670.660.80.840.830.810.580.570.570.560.710.710.74片石m3------------0.2150.2150.215注：1.采用细砂配制混凝土时，每m3混凝土的水泥用量增加4%；2.表列各种强度混凝土的水泥用量，系按机械捣固计算的，如采用人工捣固时，每m3混凝土增加水泥用量25kg；3.表列用量已包括场内运输及操作损耗；4.公路下构造物每m3混凝土水泥用量：机器捣固不应少于240kg，人工捣固不应少于265kg；5.混凝土拌和与养生用水为：项目单位用水量（m3）项目单位用水量（m3）泵送混凝土其他混凝土泵送混凝土其他混凝土现浇基础、下部构造10m31812预制10m32216上部构造2115第7页共13页3.砌筑工程石料及砂浆消耗单位：1m3砌体及100m2勾缝抹面面积顺序号项目单位浆砌工程干砌工程片石卵石块石粗料石细料石青（红）砖片石、卵石块石1m3砌体123456781片石、卵石m31.151.15----1.25-2块石m3--1.05----1.153粗料石m3---0.9----4细料石m3----0.92---5青（红）砖千块-----0.531--6砂浆m30.350.380.270.20.130.24--顺序号项目单位水泥砂浆勾缝平、立面仰面平凹缝凸缝平凹缝片石块石料石青（红）砖片石块石料石青（红）砖片石块石料石青（红）砖100m2勾缝面积910111213141516171819201砂浆m30.870.520.350.221.220.730.490.310.910.550.370.23第8页共13页顺序号项目单位水泥砂浆勾缝水泥砂浆抹面仰面凸缝厚2cm片石块石料石青（红）砖100m2勾缝面积100m2抹面面积21222324251砂浆m31.270.770.520.322.6注：1.浆砌工程中的砂浆用量不包括勾缝用量；2.砌筑混凝土预制块同砌筑细料石；3.混凝土预制块勾缝同料石；4.表列用量已包括场内运输及操作损耗。（二）脚手架、踏步、井字架工料消耗1.轻型上下架材料消耗单位：1处顺序号项目单位高度（m）6每增减2121钢板kg0.830.062钢管kg1.510.53钢丝绳kg0.230.074门式钢支架kg5.51.595铁件kg2.80.3注：轻型上下架平面尺寸为：1.83m×1.22m。2.门式钢支架材料消耗单位：10m3空间体积顺序号项目单位总数量摊销次数121型钢kg281002钢板kg9.421003钢管kg18.411004管扣kg5.16405门式钢支架kg67.3180注：当用作箱梁等结构的内外模板支架时，应扣除上表中的钢板数量并乘以下表的系数；当用作底模板施工支架（支架立在地面上）时，按上表数量并乘以下表系数计算。不同高度调整系数第9页共13页顺序号项目单位髙度（m）2以内3以内4以内6以内7以内8以内1234561型钢kg8.614.583.382.181.851.612钢管kg5.952.912.231.621.581.553管扣kg5.812.892.091.361.221.24门式钢支架kg2.281.41.321.121.051.053.钢管脚手架及井字架工料消耗工程内容清理场地，摆底座，插立杆，用卡子螺栓连接钢管，放垫木、脚手板，安装吊盘，拆除架子及吊盘，材料50m以内搬运、堆放。单位：10m及1处顺序号项目单位脚手架井子架高度（m）4681216810141810m1处1234567891人工工日3.914.946.329.9215.237.589.4713.2617.052锯材m30.060.060.060.060.060.0120.0120.0120.0123型钢kg-----3.63.63.63.64钢板kg-----0.30.30.30.35钢管kg16.924.43246.760.516.720.829.137.36钢丝绳kg-----0.91.21.72.17铁钉kg0.50.50.50.50.5----88～12号铁丝kg0.60.60.60.60.6----9其他材料费及加工费元4.76.68.812.715.86.17.39.611.8注：脚手架的宽度为2.5m；井子架的平面尺寸为2.5m×2.5m。4.木脚手架及井字架工料消耗工程内容清理场地、挖基脚、立杆、绑扎、铺板，安装吊盘，拆除架子及吊盘，材料50m以内搬运、堆放。单位：10m及1处第10页共13页顺序号项目单位脚手架井子架髙度（m）346812166812162010m1处12345678910111人工工日4.234.585.647.0710.916.213.523.916.5512.5518.552原木m30.1030.1340.1960.2580.3810.5050.0750.1010.1510.2010.2523锯材m30.0540.0540.0540.0540.0540.0540.0230.0230.0230.0230.0234型钢kg------4.74.74.74.74.75钢板kg------0.30.30.30.30.36钢管kg------1.21.72.53.34.27钢丝绳kg------0.711.522.58铁钉kg0.50.50.50.50.50.5-----98～12号铁丝kg8.110.515.119.829.138.35.97.61114.518.410其他材料费及加工费元------1.922.12.32.5注：脚手架的宽度为2.5m；井子架的平面尺寸为2.5m×2.5m。5.踏步工料消耗工程内容清理场地、挖基脚、立杆、绑扎、铺板、拆除，材料50m以内搬运、堆放。单位：1处第11页共13页顺序号项目单位高度（m）346812161234561人工工日3.554.849.6618.3326.233.472原木m30.0220.0470.1060.1650.3550.6183锯材m30.0620.0940.140.1870.2810.3758铁钉kg0.30.40.60.81.31.798～12号铁丝kg37.313.219.135.456.26.工作平台每m2材料消耗顺序号项目单位总数量摊销次数预算定额材料名称材料损耗（％）12341锯材m30.13320锯材152光圆钢筋kg3.7620光圆钢筋2.54型钢kg31.18100