版江苏省建筑与装饰工程计价表楼地面、墙柱面工程

一、垫层工作内容：1、拌拌和、铺设、找找平、夯实。计量单位：M3定额编号12—112—212—312—4项目目单位单价灰土砂1:1砂石3﹕72﹕8数量合价数量合价数量合价数量合价综合单价元87.3379.2574.8285.46其中人工费元20.0220.0210.4016.90材料费元58.5750.4959.2560.98机械费元0.970.970.970.97管理费元5.255.252.844.47利润元2.522.521.362.14二类工工日260.7720.020.7720.020.4010.400.6516.9材料014014灰土3：7M357.441.0158．01014013灰土2：8M349.441.0149.93101010砂(黄砂)t33.001.7758.410.9832.34102042碎石5-40mmt35.100.8028.08613206水M32.800.200.560.200.560.300.840.200.56机械01068电动夯实机(打夯夯)台班24.160.040.970.040.970.040.970.040.97注:压路机碾压时,每M3相应的垫层材料乘1.15,人工乘系数0.9.增加光轮压路机8t0.022台班,扣除电动打夯机。2.在原土上需打底夯者应另按土方工程中的打底夯定额执行。楼473工作内容：1、拌拌和、铺设、找找平、夯实。2、调制砂浆浆、灌缝计量单位：M3定额编号12-512-612-712-8项目目单位单价毛石碎砖干铺灌浆干铺灌浆数量合价数量合价数量合价数量合价综合单价元93．08128.6865.6797.06其中人工费元15.8625.4813.7820.54材料费元70.0289.4145.4664.63机械费元0.973.180.973.13管理费元4.217.173.695.92利润元2.023.441.772.84二类工工日260.6115.860.9825.480.5313.780.7920.54材料102042碎石5-40mmt35.100.207.02201043碎砖t27.551.6545.461.6545.46102019毛石t31.502.0063.002.0063.00012005混合砂浆M25M3121.540.21526.130.15218.47613206水M32.800.100.280.250.70机械01068电动夯实机(打夯夯)台班24.160.040.970.040.970.040.970.040.9706016灰浆拌和机2000L台班51.430.0432.210.0422.16注:同前楼474工作内容：1、铺铺设、找平、夯夯实。2、砼搅拌、捣捣固、养护计量单位：M3定额编号12-912-1012-1112-12项目目单位单价碎石干铺道碴干铺现浇砼不分格分格数量合价数量合价数量合价数量合价综合单价元82.5381.10213.08227.42其中人工费元14.5621.5835.3639.52材料费元61.2650.20158.69167.33机械费元0.970.974.344.34管理费元3.885.649.9310.97利润元1.862.714.765.26二类工工日260.5614.560.8321.581.3635.361.5239.52材料102042碎石5-40mmt35.101.6557.92102011道碴40-80mmt28.401.6546.86001012现浇C10砼M3155.261.01156.811.01156.81102040碎石5-16mmt27.800.123.340.123.34001013现浇C15砼M3157.94(1.01)(159.52)(1.01)(159.52)001014现浇C20砼M3177.41(1.01)(179.18)(1.01)(179.18)613206水M32.800.671.880.671.88401035周转木材M31249.000.0067.49511533铁钉Kg3.600.321.15机械01068电动夯实机(打夯夯)台班24.160.040.970.040.9713072砼拌和机400L台班83.390.0393.250.0393.2515003砼震动器(平板式式)台班14.000.0781.090.0781.09注:1、设计碎石干铺需灌砂浆时另增人工0.25工日,砂浆0.32M3,水0.3M3,灰浆搅拌机200L0.064台班,同时扣除定额中碎石5~16mm0.12t,碎石5~40mm0.04t2、同前楼475工作内容：1、砼砼搅拌、养护护计量单位：M3定额编号12-1312-14项目目单位单价商品砼非泵送不分格分格数量合价数量合价综合单价元273.69285.53其中人工费元19.5021.84材料费元245.48254.12机械费元1.091.09管理费元5.155.73利润元2.472.75二类工工日260.7519.500.8421.84材料401035周转木材M31249.00.0067.49511533铁钉Kg3.60.321.15303062商品混凝土C100(非泵送)M3240.001.015243.601.015243.60303063商品混凝土C155(非泵送)M3246.00(1.015)(249.69)(1.015)(249.69)303064商品混凝土C200(非泵送)M3257.00(1.015)(260.86)(1.015)(260.86)613206水M32.800.671.880.671.88机械15003砼震动器(平板式式)台班14.000.0781.090.0781.09楼476二、找平层工作内容：1、清清理基层、调调运砂浆、抹抹平、压实计量单位位：10㎡定额编号12-1512-1612-17项目目单位单价水泥砂浆（厚200mm）砼或硬基层上在填充材料上厚度每增（减）55mm数量合价数量合价数量合价综合单价元63．5479．7114．68其中人工费元18．2022．883．64材料费元35．7844．778．99机械费元2.062.620.51管理费元5.076.381.04利润元2.433.060.50二类工工日260.7018.200.8822.880.143.64材料013005水泥砂浆1:3M3176.30.20235.610.25344.600.0518.99613206水M32.800.060.170.060.17机械06016灰浆拌和机2000L台班51.430.042.060.0512.620.010.51楼477工作内容：1、细细石砼搅拌、捣捣平、压实、养养护2、清理基层、熬沥青青砂浆、捣平平、压实计量单位：：10㎡定额编号12-1812-1912-2012-21项目目单位单价细石砼沥青砂浆厚40mm厚度每增减5mmm厚20mm厚度每增减5mmm数量合价数量合价数量合价数量合价综合单价元106.7812.28257.5960.52其中人工费元22.882.0833.548.32材料费元71.628.98211.6449.12机械费元2.780.33管理费元6.420.608.392.08利润元3.080.294.021.00二类工工日260.8822.880.082.081.2933.540.328.32材料001001现浇C20砼M3174.500.40470.500.0518.90014008沥青砂浆1:2::6M3847.780.202171.250.05143.24613206水M32.800.401.120.030.08014011冷底子油30:770100kg356.370.04817.11407012木柴Kg0.35613145煤Kg0.3920.607.215.201.8241.2016.0710.404.06机械13072砼拌和机400LL台班83.390.0252.080.0030.2515003砼震动器(平板式式)台班14.000.050.700.0060.08注:细石砼中设计有钢筋者,按第四章相应项目执行楼478三、整体面层工作内容：1、清清理基层、调调运砂浆、抹抹面、压光、养养护计量单位：：10㎡定额编号12-2212-2312-2412-25项目目单位单价水泥砂浆厚20mm厚度每增减5mmm楼梯台阶数量合价数量合价数量合价数量合价综合单价元80．6316.52322.09180.19其中人工费元24.703.64173.1673.06材料费元43.9710.8379.5775.52机械费元2.060.513.863.34管理费元6.691.0444.2619.10利润元3.210.5021.249.17二类工工日260.9524.700.143.646.66173.162.8173.06材料013003水泥砂浆1:2M3212.430.20242.910.05110.830.33972.010.32468.83013005水泥砂浆1:3M3176.300.0345.99608049草袋子1*0.77米㎡1.433.585.12613206水M32.800.380.060.561.570.561.57机械06016灰浆拌和机2000L台班51.430.042.060.010.510.0753.860.0653.34注：1、螺旋形、圆弧形楼梯按楼梯定额执行，人工乘系数1.20,其它不变。2、阶梯教室、看台台阶按楼地面定额执行，人工乘系数1.60,其它不变。3、拱形楼板上表面粉面按地面相应定额人工乘系数2楼479工作内容：同前计量单位：：10㎡定额编号12-2612-2712-2812-29项目目单位单价水泥砂浆无砂面层加浆抹光随捣随抹抹厚5mm踢脚线10m厚30mm厚度每增减5mmm数量合价数量合价数量合价数量合价综合单价元38.1925.07120.9918.73其中人工费元17.1612.4826.263.64材料费元13.987.4180.7113.04机械费元0.510.413.140.51管理费元4.423.227.351.04利润元2.121.553.530.50二类工工日260.6617.160.4812.481.0126.260.143.64材料013001水泥砂浆1:1M3253.310.05112.92013003水泥砂浆1:2M3212.430.0153.19301023水泥3.25级kg0.28248.0069.4441.0011.48013005水泥砂浆1:3M3176.300.0234.05101015石屑(米砂)t22.300.429.370.071.56613206水M32.800.381.060.060.170.681.90机械06016灰浆拌和机2000L台班51.430.010.510.0080.410.0613.140.010.51注：1、踢脚线高度按15mm计算，如高度不同时，材料按比例换算，其它不变。2、同前。楼480工作内容：调制底底、面层砂浆浆、找平、抹抹面、嵌条、磨磨光、补砂眼眼、理光、上上草酸、打蜡蜡、擦光。彩色镜面水磨石还还包括油石抛抛光。计量单位：：10㎡定额编号12-3012-3112-3212-33项目目单位单价水磨石楼地面成品品厚白石子浆不嵌条白石子浆嵌条彩色石子浆嵌条彩色镜面15mm+2mmm（磨耗）20mm+4.55mm（磨耗耗）数量合价数量合价数量合价数量合价综合单价元342.42378.92471.28754.19其中人工费元122.72143.52160.68220.48材料费元140.49148.50217.35361.59机械费元24.6724.6724.6766.09管理费元36.8542.0546.3471.64利润元17.6920.1822.2434.39二类工工日264.72122.725.52143.526.18160.688.48220.48材料013005水泥砂浆1:3M3176.300.20235.610.20235.610.20235.610.20235.61013040水泥白石子浆1::2M3345.640.17359.800.17359.80013048白水泥另氧化铁红红彩色石子浆浆1:2M3709.220.173122.700.249176.60013075素水泥浆M3426.220.014.260.014.26609107氧化铁红kg4.370.301.310.431.88208004金刚石(三角形))75*755*50mmm块9.503.0028.503.0028.503.0028.504.5042.75208005金刚石200*775*50mmm块13.020.303.910.303.910.303.910.506.51613028草酸kg4．750．100．480．100．480．100．480．100．48206002玻璃3mm㎡18.200.448.010.448.010.448.01613256硬白蜡kg3.330.270.900.270.900.270.900.270.90603026煤油kg4.000.401.600.401.600.401.600.401.60603045油漆溶剂油kg3.330.050.170.050.170.050.170.050.17601125清油kg10.640.050.530.050.530.050.530.050.53608110棉纱头kg6.000.110.660.110.660.110.660.110.66613206水M32.800.561.570.561.570.561.570.892.49208020油石块9.316.3058.65013076白水泥浆M3890.020.018.900.02522.25其它材料费元2.502.502.502.50机械06016灰浆拌和机2000L台班51.430.0753.860.0753.860.0753.860.094.6312019平面磨石机功率33kw台班21.910.9520.810.9520.810.9520.812.80561.46注：1、彩色镜面磨石系指高级水磨石，除质量要求达到规范要求外，其操作工序一般应按“五彩五磨”研磨、七道“抛光”工序施工2、水磨石包括找平层砂浆在内，面层厚度设计与定额不符时，水泥石子浆每增减1mm增减0.01M3,其余不变3、水磨石面层嵌条采用金属嵌条时，取消玻璃数量，金属嵌条另列项目计算4、彩色水磨石已按氧化铁红颜料编制，如采用氧化铁黄或氧化铬绿彩色石子浆，颜料单价应调整5、阶梯教室、看台台阶水磨石按12-30子目执行，人工乘系数2.2，磨石机乘系数0.4，其它不变楼481工作内容：清理基基层、调制石石子砂浆、找找平、抹面、嵌嵌条、磨光、补补砂眼、理光光、上草酸、打打蜡、擦光。调色压器计量单位：10㎡定额编号12-3412-3512-3612-37项目目单位单价水磨石踢脚线楼梯台阶10m白石子浆彩色石子浆数量合价数量合价数量合价数量合价综合单价元98.42936.391045.90719.67其中人工费元60.06542.36542.36395.72材料费元15.57186.09295.60170.76机械费元0.415.305.304.94管理费元15.12136.92136.92100.17利润元7.2665.7265.7248.08二类工工日262.3160.0620.86542.3620.86542.3615.22395.72材料013040水泥白石子浆1::2M3345.640.0186.220.27595.05013048白水泥另氧化铁红红彩色石子浆浆1:2M3709.220.275195.04013005水泥砂浆1:3M3176.300.0234.050.2442.310.2442.310.22439.49609107氧化铁红kg4.370.482.10208005金刚石200*775*50mmm块13.020.303.912.4632.032.4632.031.8023.44613028草酸kg4．750.020.100.170.810.170.810.150.71613256硬白蜡kg3.330.040.130.441.470.441.470.391.30603026煤油kg4.000.060.240.662.640.662.640.592.36603045油漆溶剂油kg3.330.010.030.080.270.080.270.080.27601125清油kg10.640.010.110.080.850.080.850.080.85608110棉纱头kg6.000.030.180.211.260.211.260.160.96608049草袋子1*0.77米㎡1.433.585.12013075素水泥浆M3426.220.0010.430.0166.820.0125.11013076白水泥浆M3890.020.01614.24613206水M32.800.060.170.922.580.922.580.832.32机械06016灰浆拌和机2000L台班51.430.0080.410.1035.300.1035.300.0964.94注：1、设计嵌金属条应另列项目计算2、螺旋形、圆弧形楼梯人工乘系数1.20,其他不变楼482工作内容：1、清清理基层、调调运砂浆、抹抹面计量单位：10㎡定额编号12-3812-3912-4012-41项目目单位单价水泥豆石浆钢屑水泥砂浆面层层菱苦土面层楼地面厚度厚20mm厚mm底15面1015mm每增减5mm数量合价数量合价数量合价数量合价综合单价元125．1525．20395．29992．41其中人工费元46.543.6453.3047.32材料费元59.2119.51319.38927.58机械费元1.590.512.11管理费元12.031.0413.8511.83利润元5.780.506.655.68二类工工日261.7946.540.143.642.0553.301.8247.32材料013081水泥豆石浆1:11.25M3382.590.15258.150.05119.51015013钢屑砂浆1:0..3:1.55:3.1221M31569.480.202317.03304001菱苦土kg0.36125.2045.07613206水M32.800.381.060.842.35613133氯化镁kg9.0090.90818.10101022中砂t38.000.083.04407007锯(木)屑M310.450.262.72609078色粉kg6.467.6049.10613256硬白蜡kg3.330.270.90603026煤油kg4.000.401.60603045油漆溶剂油kg3.330.200.67601125清油kg10.640.606.38机械06016灰浆拌和机2000L台班51.430.0311.590.010.510.0412.11楼483工作内容：1、清清理基层、分分层涂刷、加加填料、打磨磨两遍计量单位：10㎡定额编号12-4212-4312-44项目目单位单价环氧地坪抗静电地坪四遍每增减一遍数量合价数量合价数量合价数量合价综合单价元361．2549.79338.27其中人工费元13.521.0417.94材料费元326.5645.10306.64机械费元11.802.385.15管理费元6.330.865.77利润元3.040.412.77二类工工日260.5212.520.041.040.6917.94材料601045封闭层环氧底漆Kg12.501.4017.501.4017.50601067环氧清漆Kg24.7011.50284.051.8044.4611.50284.05101016石英粉Kg0.114.800.534.800.53101018石英粉300目Kg0.1112.201.3412.201.34609096稀释剂Kg7.130.332.350.090.640.251.78609078色粉Kg6.460.503.23510330铜丝Kg22.800.0631.44608069钢纸磨片片6.782.5016.95608144砂纸张1.020.600.61机械10012电动空气压缩机11m3/miin台班79.270.075.550.032.380.0655.15其它机械费元6.25楼484四、块料面层（11、大理石）工作内容:清理基基层、找平、局局部锯板磨边边、贴成品大大理石、净面面、调制水泥泥砂浆、撒素素水泥浆计量单位：10㎡定额编号12-4512-4612-47项目目单位单价大理石干硬性水泥砂浆楼地面楼梯台阶数量合价数量合价数量合价数量合价综合单价元1766．021928.341824.27其中人工费元111.72190.96147.84材料费元1605.961654.911609.91机械费元5.118.628.62管理费元29.2149.9039.12利润元14.0223.9518.78二类工工日283.99111.726.82190.965.28147.84材料104001大理石综合㎡150.0010.201530.0010.501575.010.201530.0301023水泥3.25级Kg0.2845.9712.8745.9712.8745.9712.87013006干硬性水泥砂浆M3162.160.30349.130.30349.130.30349.13301002白水泥Kg0.581.000.581.000.581.000.58608110棉纱头Kg6.000.100.600.100.600.100.60407007锯(木)屑M310.450.060.630.060.630.060.63510165合金钢切割锯片片61.750.0352.160.0996.110.0996.11613206水M32.800.260.730.260.730.260.73013075素水泥浆M3426.220.014.260.014.260.014.26其它材料费元5.005.005.00机械06016灰浆拌和机2000L台班51.430.0613.140.0613.140.0613.1413090石料切割机台班14.040.141.970.395.480.395.48注:1、设计弧形贴面时,其弧形部分的石材损耗可按实调整,并按弧形图示长度每10M另外增加:切割人工0.6工日合鑫钢切割片0.14片,石料切割机0.60台班2、设计有两条或两条以上镶边者，按相应定额人工乘1.10系数3、螺旋形、圆弧形楼梯贴块料面层按相应项目的人工乘1.20,块料面层材料乘系数1.104、块料面层踢脚线高度不同按设计调整楼485工作内容：清理基基层、锯板磨磨边、贴大理理石、擦缝、清清理净面、调调制水泥砂浆浆、刷素水泥浆计量单位：10㎡定额编号12-4812-4912-50项目目单位单价大理石楼地面楼梯台阶水泥砂浆数量合价数量合价数量合价数量合价综合单价元1759．371921.681823.74其中人工费元111.72190.96152.32材料费元1600.091649.041604.04机械费元4.548.058.05管理费元29.0749.7540.09利润元13.9523.8819.24二类工工日283.99111.726.82190.965.44152.32材料104001大理石综合㎡150.0010.201530.0010.501575.010.201530.0013001水泥砂浆1:1M3253.310.08120.520.08120.520.08120.52013005水泥砂浆1:3M3176.300.20235.610.20235.610.20235.61013075素水泥浆M3426.220.014.260.014.260.014.26301002白水泥kg0.581.000.581.000.581.000.58608110棉纱头Kg6.000.100.600.100.600.100.60407007锯(木)屑M310.450.060.630.060.630.060.63510165合金钢切割锯片片61.750.0352.160.0996.110.0996.11613206水M32.800.260.730.260.730.260.73其它材料费元5.005.005.00机械06016灰浆拌和机2000L台班51.430.052.570.052.570.052.5713090石料切割机台班14.040.141.970.395.480.395.48注:同前楼486工作内容：清理基基层、锯板磨磨边、贴大理理石、擦缝、清清理净面、调调制水泥砂浆浆、刷素水泥浆定额编号12-5112-5212-53项目目单位单价大理石踢脚线大理石楼地面10m10㎡数量合价数量合价数量合价数量合价综合单价元268.30283.321827.00其中人工费元21.2821.28115.92材料费元238.39253.411663.09机械费元0.550.553.72管理费元5.465.4629.91利润元2.622.6214.36二类工工日280.7621.280.7621.284.14115.92材料104001大理石综合㎡150.001.53229.501.53229.5010.201530.00013003水泥砂浆1:2M3212.430.036.370.036.37013005水泥砂浆1:3M3176.300.20235.61013077801胶素水泥浆浆M3468.220.0020.94609042干粉型粘结剂Kg1.5210.5015.9660.0091.20301002白水泥kg0.580.400.230.400.232.001.16608110棉纱头Kg6.000.0150.090.0150.090.100.60407007锯(木)屑M310.450.0090.090.0090.090.060.63510165合金钢切割锯片片61.750.0050.310.0050.310.0352.16613206水M32.800.040.110.040.110.260.73其它材料费元0.750.751.00机械06016灰浆拌和机2000L台班51.430.0050.260.0050.260.0341.7513090石料切割机台班14.040.0210.290.0210.290.141.97注:同前.楼4872、花岗岩工作内容：清理基基层、锯板磨磨边、贴花岗岗石、擦缝、清清理净面、调调制水泥砂浆浆、粘结剂、刷素水泥浆计量单位：10㎡定额编号12-5412-5512-56项目目单位单价花岗岩干硬性水泥砂浆楼地面楼梯台阶数量合价数量合价数量合价数量合价综合单价元2795.812995.842846.81其中人工费元118.16201.88147.84材料费元2626.392705.962630.96机械费元5.509.719.71管理费元30.9252.9039.39利润元14.8425.3918.91二类工工日284.22118.167.21201.885.28147.84材料104017花岗岩综合㎡250.0010.202550.0010.502625.010.202550.00301023水泥3.25级Kg0.2845.9712.8745.9712.8745.9712.87013006干硬性水泥砂浆M3162.160.30349.130.30349.130.30349.13301002白水泥Kg0.581.000.581.000.581.000.58608110棉纱头Kg6.000.060.600.060.600.060.60407007锯(木)屑M310.450.060.630.060.630.060.63510165合金钢切割锯片片61.750.0422.590.1167.160.1167.16613206水M32.800014.260014.260014.26013075素水泥浆M3426.220.260.730.260.730.260.73其它材料费元5.005.005.00机械06016灰浆拌和机2000L台班51.430.0613.140.0613.140.0613.1413090石料切割机台班14.040.1682.360.4686.570.4686.57注:同前楼488工作内容：同前计量单位：10㎡定额编号12-5712-5812-59项目目单位单价花岗岩楼地面楼梯台阶水泥砂浆数量合价数量合价数量合价数量合价综合单价元2789.192989.422840.38其中人工费元118.16201.88147.84材料费元2620.522700.282625.28机械费元4.969.179.17管理费元30.7852.7639.25利润元14.7725.3318.84二类工工日284.22118.167.21201.885.28147.84材料104017花岗岩综合㎡250.0010.202550.0010.502625.010.202550.00013001水泥砂浆1:1M3253.310.08120.520.08120.520.08120.52013005水泥砂浆1:3M3176.300.20235.610.20235.610.20235.61013075素水泥浆M3426.220.014.260.014.260.014.26301002白水泥Kg0.581.000.581.000.581.000.58608110棉纱头Kg6.000.060.600.060.600.060.60407007锯(木)屑M310.450.060.630.060.630.060.63510165合金钢切割锯片片61.750.0422.590.1197.350.1197.35613206水M32.800014.260014.260014.26013075素水泥浆M3426.220.260.730.260.730.260.73其它材料费元5.005.005.00机械06016灰浆拌和机2000L台班51.430.052.570.052.570.052.5713090石料切割机台班14.040.172.390.476.600.476.60注：当地面遇到弧形贴面时，其弧形部分的石材损耗可按实调整，并按弧形图示尺寸每10米另外增加：切割人工0.6工日，合金钢切割锯片0.14片，石料切割机0.60台班。楼489工作内容：清理基基层、锯板磨磨边、贴花岗岗石、擦缝、清清理净面、调调制水泥砂浆浆、刷素水泥浆计量单位：10㎡定额编号12-6012-6112-62项目目单位单价花岗岩水泥砂浆干粉型粘结剂10m10㎡数量合价数量合价数量合价数量合价综合单价元423.35435.342860.63其中人工费元21.2821.28122.64材料费元393.41405.392687.52机械费元0.650.583.72管理费元5.485.4731.59利润元2.632.6215.16二类工工日280.7621.280.7621.284.38122.64材料104017花岗岩综合㎡250.001.53382.501.53382.5010.202550.00013001水泥砂浆1:1M3253.310.0123.04013005水泥砂浆1:3M3176.300.035.290.035.290.20235.61013077801胶素水泥浆浆M3468.220.0020.94609042干粉型粘结剂Kg1.5210.5015.9660.0091.20301002白水泥kg0.580.400.230.400.232.001.16608110棉纱头Kg6.000.0150.090.0150.090.100.60407007锯(木)屑M310.450.0090.090.0090.090.060.63510165合金钢切割锯片片61.750.0060.370.0060.370.0422.59613206水M32.800.040.110.040.110.260.73其它材料费元0.750.755.00机械06016灰浆拌和机2000L台班51.430.0070.360.0050.260.0341.7513090石料切割机台班14.040.0210.290.0230.320.141.97楼4903、大理石、花岗岩岩多色简单图图案镶贴工作内容：1、调调制水泥砂浆浆、刷素水泥浆2、清理基层、放放样、预拼、锯锯板磨边、镶镶贴、擦缝、清清理表面计量单位：10㎡定额编号12-6312-6412-6512-66项目目单位单价大理石花岗岩水泥砂浆干粉型粘结剂水泥砂浆干粉型粘结剂数量合价数量合价数量合价数量合价综合单价元1975.942051.963093.633170.03其中人工费元156.80162.96164.64171.08材料费元1738.371805.952841.462909.04机械费元16.6116.6119.4219.42管理费元43.3544.8946.0247.63利润元20.8121.5522.0922.86二类工工日285.60156.85.82162.965.88164.646.11171.08材料104001大理石综合㎡150.0011.001650.0011.001650.0104017花岗岩综合㎡250.0011.002750.0011.002750.0013001水泥砂浆1:1M3253.310.08120.520.08120.52013005水泥砂浆1:3M3176.300.20235.610.20235.610.20235.610.20235.61609042干粉型粘结剂Kg1.5260.0091.2060.0091.20013075素水泥浆M3426.220.014.260.014.26301002白水泥kg0.581.000.583.001.741.000.583.001.74608110棉纱头Kg6.000.100.600.100.600.100.600.100.60407007锯(木)屑M310.450.060.630.060.630.060.630.060.63510165合金钢切割锯片片61.750.2515.440.2515.440.3018.530.3018.53613206水M32.800.260.730.260.730.260.730.260.73其它材料费元10.0010.0010.0010.00机械06016灰浆拌和机2000L台班51.430.052.570.052.570.052.570.052.5713090石料切割机台班14.041.0014.041.0014.041.2016.851.2016.85注：多色复杂图案（弧线型）镶贴时，其人工乘系数1.20，其弧形部分的石材损耗可按实调整。楼491工作内容：1、清清理调制水泥泥砂浆、刷素素水泥浆、贴贴面层、补缝缝、清理净面面计量单位：10㎡定额编号12-6712-6812-69项目目单位单价拼碎块料拼花大理石、花岗岗岩成品安装装大理石、花岗岩水泥砂浆干硬性水泥砂浆水泥砂浆数量合价数量合价数量合价数量合价综合单价元584.04514.5510536.100其中人工费元157.92157.92135.52材料费元363.18293.7610346.922机械费元3.293.242.57管理费元40.3040.2934.52利润元19.3519.3416.57二类工工日285.64157.925.64157.924.84135.52材料104033碎花岗岩板综合㎡28.509.60273.60104032碎大理石板㎡23.759.60228.00106006国产石材拼花综合合㎡1008.010.2010281.6013003水泥砂浆1:2M3212.430.31566.920.0122.55013005水泥砂浆1:3M3176.300.30353.420.20235.61013001水泥砂浆1:1M3253.310.08120.52608110棉纱头Kg6.000.21.200.21.200.10.60013075素水泥浆M3426.220.014.260.014.260.014.26301023水泥3.25级Kg0.2845.9712.87613206水M32.800.260.730.260.730.260.73其它材料费元3.603.603.60机械06016灰浆拌和机2000L台班51.430.0643.290.0633.240.052.57楼492工作内容：1、清清理基层、贴贴花岗石、修修整、清理净净面、调制水水泥砂浆或粘粘结剂计量单位：10㎡定额编号12-7012-7112-72项目目单位单价花岗石地面、台阶阶（金山石）干硬性水泥砂浆水泥砂浆干粉型粘结剂数量合价数量合价数量合价数量合价综合单价元2301.602293.802360.68其中人工费元208.88208.88209.72材料费元2011.422004.122070.54机械费元2.932.572.06管理费元52.9552.8652.95利润元25.4225.3725.41二类工工日287.46208.887.46208.887.49209.72材料104013花岗石地坪石6000*4000*120㎡190.0010.201938.0010.201938.010.201938.00013003水泥砂浆1:2M3212.430.20242.91013005水泥砂浆1:3M3176.300.08120.520.08120.52013001水泥砂浆1:1M3253.310.20235.610.20235.61609042干粉型粘结剂Kg1.5260.0091.20013075素水泥浆M3426.220.014.260.014.26613206水M32.800.260.730.260.730.260.73其它材料费元5.005.005.00机械06016灰浆拌和机2000L台班51.430.0572.930.052.570.042.06注：花岗石地面以成品镶贴为准。若为现场五面剁斧，底面斩凿，现场加工后镶贴，人工乘系数1.65，其它不变。楼4934、缸砖工作内容：1、清清理基层、锯锯板磨边、贴块料擦缝缝、清理净面面、调制水泥泥砂浆或粘结结剂计量单位：10㎡定额编号12-7312-7412-7512-76项目目单位单价勾缝不勾缝勾缝不勾缝水泥砂浆干粉型粘结剂数量合价数量合价数量合价数量合价综合单价元353.81341.85435.51399.60其中人工费元85.6865.5291.2872.52材料费元230.73246.84305.46295.00机械费元4.163.833.653.83管理费元22.4617.3423.7319.09利润元10.788.3211.399.16二类工工日283.0685.682.3465.523.2691.282.5972.52材料204035红缸砖152*1152块0.43398.00171.14443.00190.49398.00171.14443.00190.49013005水泥砂浆1:3M3176.300.20235.610.20235.610.20235.610.20235.61013001水泥砂浆1:1M3253.310.06516.470.05112.92609042干粉型粘结剂Kg1.5260.0091.2040.0060.80608110棉纱头Kg6.000.201.200.100.600.201.200.100.60407007锯(木)屑M310.450.060.630.060.63510165合金钢切割锯片片61.750.0321.980.0321.980.0321.980.0321.98301023水泥3.25级Kg0.281.000.282.000.56613206水M32.800.260.730.260.730.260.730.260.73其它材料费元3.603.603.603.60机械06016灰浆拌和机2000L台班51.430.052.570.042.060.042.060.042.0613090石料切割机台班14.040.1131.590.1261.770.1131.590.1261.77注：贴勾缝100*100缸砖，人工乘系数1.43,缸砖改为843块,1:1水泥砂浆改为0.074立方米,贴不勾缝100*100缸砖，人工乘系数1.43,缸砖改为981块。楼494工作内容：1、清清理基层、锯锯板磨边、贴缸砖、清理理净面、调制制水泥砂浆计量单位：10㎡定额编号12-7712-7812-79项目目单位单价楼梯不勾缝台阶勾缝零星装饰水泥砂浆水泥砂浆勾缝数量合价数量合价数量合价数量合价综合单价元443.69374.13426.24其中人工费元123.2081.76128.52材料费元265.36252.57238.76机械费元6.976.978.33管理费元32.5422.1834.21利润元15.6210.6516.42二类工工日284.40123.22.9281.764.59128.52材料204035红缸砖152*1152块0.43467.00200.81429.00184.47429.00184.47013001水泥砂浆1:1M3253.310.05112.920.06516.47013003水泥砂浆1:2M3212.430.012.12013005水泥砂浆1:3M3176.300.20235.610.20235.610.20235.61013077801胶素水泥浆浆M3468.220.014.680.014.68301023水泥3.25级Kg0.281.000.281.000.281.100.31608110棉纱头Kg6.000.100.600.100.600.201.20407007锯(木)屑M310.450.060.630.060.630.0670.70510165合金钢切割锯片片61.750.0895.500.0895.500.1438.83613206水M32.800.260.730.260.730.2890.81其它材料费元3.603.604.71机械06016灰浆拌和机2000L台班51.430.042.060.042.060.0221.1313090石料切割机台班14.040.354.910.354.910.5137.20楼495工作内容：1、清清理基层、锯锯板磨边、贴块料擦缝缝、清理净面面、调制水泥泥砂浆或粘结结剂计量单位：10m定额编号12-8012-81项目目单位单价踢脚线干粉型粘结剂水泥砂浆数量合价数量合价数量合价数量合价综合单价元87.9275.56其中人工费元29.4026.32材料费元46.8438.64机械费元0.580.63管理费元7.506.47利润元3.603.23二类工工日281.0529.400.9426.32材料204035红缸砖152*1152块0.4370.0030.1068.0029.24609042干粉型粘结剂Kg1.526.7510.26013001水泥砂浆1:1M3253.310.0082.03013005水泥砂浆1:3M3176.300.035.290.035.29013077801胶素水泥浆浆M3468.220.0020.94301023水泥3.25级Kg0.280.400.110.200.06608110棉纱头Kg6.000.0150.090.0150.09407007锯(木)屑M310.450.0090.090.0090.09510165合金钢切割锯片片61.750.0040.250.0040.25613206水M32.800.040.110.040.11其它材料费元0.540.54机械06016灰浆拌和机2000L台班51.430.0060.310.0070.3613090石料切割机台班14.040.0190.270.0190.27楼4965、马赛克工作内容：调制水水泥砂浆或粘粘结剂、刷素水泥浆浆、贴马赛克克、擦缝、清清理净面计量单位：10㎡定额编号12-8212-83项目目单位单价楼地面水泥砂浆干粉型粘结剂数量合价数量合价数量合价数量合价综合单价元428.6497.82其中人工费元129.92135.52材料费元247.58309.76机械费元2.211.75管理费元33.0334.32利润元15.8616.47二类工工日284.64129.924.84135.52材料205001玻璃马赛克㎡18.0010.45188.1010.15182.70013001水泥砂浆1:1M3253.310.05112.92013005水泥砂浆1:3M3176.300.20235.610.20235.61609042干粉型粘结剂Kg1.5255.0083.60013075素水泥浆M3426.220.014.26302002白水泥kg0.582.001.164.002.32608110棉纱头Kg6.000.201.200.201.20613206水M32.800.260.730.260.73其它材料费元3.603.60机械06016灰浆拌和机2000L台班51.430.0432.210.0341.75楼497工作内容：同前定额编号12-8412-8512-86项目目单位单价台阶踢脚线水泥砂浆干粉型粘结剂10㎡10m数量合价数量合价数量合价数量合价综合单价元486.9568.6479.53其中人工费元170.2424.3624.36材料费元250.7034.9145.80机械费元2.210.260.26管理费元43.116.166.16利润元20.692.952.95二类工工日286.08170.240.8724.360.8724.36材料205001玻璃马赛克㎡18.0010.60190.801.52327.411.52327.41013001水泥砂浆1:1M3253.310.05112.920.0082.03013005水泥砂浆1:3M3176.300.20235.610.023.530.023.53609042干粉型粘结剂Kg1.529.0013.68013077801胶素水泥浆浆M3468.220.014.680.0020.94302002白水泥kg0.582.001.160.300.170.600.35608110棉纱头Kg6.000.201.200.030.180.030.18613206水M32.800.260.730.040.110.040.11其它材料费元3.600.540.54机械06016灰浆拌和机2000L台班51.430.0432.210.0050.260.0050.26楼4986、凹凸假麻石块工作内容：清理基基层、调制水泥砂砂浆、刷素水水泥浆、贴块料、清理净面计量单位：10㎡定额编号12-8712-8812-89项目目单位单价楼地面楼梯台阶数量合价数量合价数量合价数量合价综合单价元530.78641.66568.00其中人工费元87.36164.92111.16材料费元405.11408.59408.69机械费元4.375.135.13管理费元22.9342.5129.07利润元11.0120.4113.95二类工工日283.1287.365.89164.923.97111.16材料103003凹凸假麻石块(釉釉面)百块66.005.10336.605.10336.605.10336.60013001水泥砂浆1:1M3253.310.08120.520.08120.520.08120.52013005水泥砂浆1:3M3176.300.20235.610.20235.610.20235.61608110棉纱头Kg6.000.100.600.100.600.100.60407007锯(木)屑M310.450.060.630.060.630.060.63302002白水泥kg0.581.000.581.000.581.000.58510165合金钢切割锯片片61.750.0321.980.095.560.095.56013075素水泥浆M3426.220.014.260.014.260.014.26613206水M32.800.260.730.260.730.260.73其它材料费元3.603.603.60机械06016灰浆拌和机2000L台班51.430.052.570.052.570.052.5713090石料切割机台班14.040.1281.800.1822.560.1822.56楼4997、地砖工作内容：清理基基层、锯板磨磨细、贴地砖砖、擦缝、清清理净面。调制水泥砂浆、刷刷素水泥浆、调调制粘贴剂。计量单位：10㎡定额编号12-9012-9112-9212-93项目目单位单价楼地面300*300400*400水泥砂浆干粉型粘结剂水泥砂浆干粉型粘结剂数量合价数量合价数量合价数量合价综合单价元490.68548.48391.21446.71其中人工费元117.04125.4493.52100.24材料费元326.72373.01259.98306.27机械费元2.642.642.272.27管理费元29.9232.0223.9525.63利润元14.3615.3711.4912.30二类工工日284.18117.044.48125.443.3493.523.58100.24材料204054同质地砖300**300块2.35114.00267.90114.00267.90204055同质地砖400**400块3.1564.00201.6064.00201.60013003水泥砂浆1:2M3212.430.05110.830.05110.83013005水泥砂浆1:3M3176.300.20235.610.20235.610.20235.610.20235.61609042干粉型粘结剂Kg1.5240.0060.8040.0060.80013075素水泥浆M3426.220.014.260.014.26608110棉纱头Kg6.000.100.600.100.600.100.600.100.60407007锯(木)屑M310.450.060.630.060.630.060.630.060.63302002白水泥kg0.581.000.582.001.161.000.582.001.16510165合金钢切割锯片片61.750.0321.980.0321.980.0251.540.0251.54613206水M32.800.260.730.260.730.260.730.260.73其它材料费元3.603.603.603.60机械06016灰浆拌和机2000L台班51.430.0170.870.0170.870.0170.870.0170.8713090石料切割机台班14.040.1261.770.1261.770.101.400.101.40注：1、当地面遇到弧形墙面时，其弧形部分的地砖损耗可按实调整，并按弧形图示尺寸每10m增加切贴人工0.3工日。2、地砖规格不同按设计用量加2%损耗进行调整。3、镜面同质地砖执行本定额：地砖单价换算，其它不变。4、地砖结合层若用干硬性水泥砂浆,取消子目中1:2及1:3水泥砂浆,另增32.5水泥45.97kg,干硬性水泥砂浆0.303m³。楼500工作内容：清理基基层、锯板磨磨细、贴地砖砖、擦缝、清清理净面。调制水泥砂浆、刷刷素水泥浆、调调制粘贴剂。计量单位：10㎡定额编号12-9412-9512-9612-97项目目单位单价楼地面600*600800*800水泥砂浆干粉型粘结剂水泥砂浆干粉型粘结剂数量合价数量合价数量合价数量合价综合单价元414.98470.10395.05450.17其中人工费元98.84105.28102.76109.20材料费元276.46322.75251.16297.45机械费元2.272.272.272.27管理费元25.2826.8926.2627.87利润元12.1312.9112.6013.38二类工工日283.5398.843.76105.283.67102.763.90109.20材料204056同质地砖600**600块7.5229.00218.0829.00218.08204057同质地砖800**800块11.3417192.7817.00192.78013003水泥砂浆1:2M3212.430.05110.830.05110.83013005水泥砂浆1:3M3176.300.20235.610.20235.610.20235.610.20235.61609042干粉型粘结剂Kg1.5240.0060.8040.0060.80013075素水泥浆M3426.220.014.260.014.26608110棉纱头Kg6.000.100.600.100.600.100.600.100.60407007锯(木)屑M310.450.060.630.060.630.060.630.060.63302002白水泥kg0.581.000.582.001.161.000.582.001.16510165合金钢切割锯片片61.750.0251.540.0251.540.0251.540.0251.54613206水M32.800.260.730.260.730.260.730.260.73其它材料费元3.603.603.603.60机械06016灰浆拌和机2000L台班51.430.0170.870.0170.870.0170.870.0170.8713090石料切割机台班14.040.1261.770.1261.770.101.400.101.40注、同前。楼501工作内容：清理基基层、锯板磨磨细、贴地砖砖、擦缝、清清理净面。调制水泥砂浆、刷刷素水泥浆、调调制粘贴剂。计量单位：10㎡定额编号12-9812-99项目目单位单价楼地面多色简单图案镶贴贴水泥砂浆干粉型粘结剂数量合价数量合价数量合价数量合价综合单价元596.64660.49其中人工费元175.56188.16材料费元350.42396.71机械费元4.384.38管理费元