版江蘇省建筑與裝飾工程計價表樓地面、墻柱面工程

一、墊層工作內容：1、拌拌和、鋪設、找找平、夯實。計量單位：M3定額編號12—112—212—312—4項目目單位單價灰土砂1:1砂石3﹕72﹕8數(shù)量合價數(shù)量合價數(shù)量合價數(shù)量合價綜合單價元87.3379.2574.8285.46其中人工費元20.0220.0210.4016.90材料費元58.5750.4959.2560.98機械費元0.970.970.970.97管理費元5.255.252.844.47利潤元2.522.521.362.14二類工工日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(黃砂)t33.001.7758.410.9832.34102042碎石5-40mmt35.100.8028.08613206水M32.800.200.560.200.560.300.840.200.56機械01068電動夯實機(打夯夯)臺班24.160.040.970.040.970.040.970.040.97注:壓路機碾壓時,每M3相應的墊層材料乘1.15,人工乘系數(shù)0.9.增加光輪壓路機8t0.022臺班,扣除電動打夯機。2.在原土上需打底夯者應另按土方工程中的打底夯定額執(zhí)行。樓473工作內容：1、拌拌和、鋪設、找找平、夯實。2、調制砂漿漿、灌縫計量單位：M3定額編號12-512-612-712-8項目目單位單價毛石碎磚干鋪灌漿干鋪灌漿數(shù)量合價數(shù)量合價數(shù)量合價數(shù)量合價綜合單價元93．08128.6865.6797.06其中人工費元15.8625.4813.7820.54材料費元70.0289.4145.4664.63機械費元0.973.180.973.13管理費元4.217.173.695.92利潤元2.023.441.772.84二類工工日260.6115.860.9825.480.5313.780.7920.54材料102042碎石5-40mmt35.100.207.02201043碎磚t27.551.6545.461.6545.46102019毛石t31.502.0063.002.0063.00012005混合砂漿M25M3121.540.21526.130.15218.47613206水M32.800.100.280.250.70機械01068電動夯實機(打夯夯)臺班24.160.040.970.040.970.040.970.040.9706016灰漿拌和機2000L臺班51.430.0432.210.0422.16注:同前樓474工作內容：1、鋪鋪設、找平、夯夯實。2、砼攪拌、搗搗固、養(yǎng)護計量單位：M3定額編號12-912-1012-1112-12項目目單位單價碎石干鋪道碴干鋪現(xiàn)澆砼不分格分格數(shù)量合價數(shù)量合價數(shù)量合價數(shù)量合價綜合單價元82.5381.10213.08227.42其中人工費元14.5621.5835.3639.52材料費元61.2650.20158.69167.33機械費元0.970.974.344.34管理費元3.885.649.9310.97利潤元1.862.714.765.26二類工工日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現(xiàn)澆C10砼M3155.261.01156.811.01156.81102040碎石5-16mmt27.800.123.340.123.34001013現(xiàn)澆C15砼M3157.94(1.01)(159.52)(1.01)(159.52)001014現(xiàn)澆C20砼M3177.41(1.01)(179.18)(1.01)(179.18)613206水M32.800.671.880.671.88401035周轉木材M31249.000.0067.49511533鐵釘Kg3.600.321.15機械01068電動夯實機(打夯夯)臺班24.160.040.970.040.9713072砼拌和機400L臺班83.390.0393.250.0393.2515003砼震動器(平板式式)臺班14.000.0781.090.0781.09注:1、設計碎石干鋪需灌砂漿時另增人工0.25工日,砂漿0.32M3,水0.3M3,灰漿攪拌機200L0.064臺班,同時扣除定額中碎石5~16mm0.12t,碎石5~40mm0.04t2、同前樓475工作內容：1、砼砼攪拌、養(yǎng)護護計量單位：M3定額編號12-1312-14項目目單位單價商品砼非泵送不分格分格數(shù)量合價數(shù)量合價綜合單價元273.69285.53其中人工費元19.5021.84材料費元245.48254.12機械費元1.091.09管理費元5.155.73利潤元2.472.75二類工工日260.7519.500.8421.84材料401035周轉木材M31249.00.0067.49511533鐵釘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機械15003砼震動器(平板式式)臺班14.000.0781.090.0781.09樓476二、找平層工作內容：1、清清理基層、調調運砂漿、抹抹平、壓實計量單位位：10㎡定額編號12-1512-1612-17項目目單位單價水泥砂漿（厚200mm）砼或硬基層上在填充材料上厚度每增（減）55mm數(shù)量合價數(shù)量合價數(shù)量合價綜合單價元63．5479．7114．68其中人工費元18．2022．883．64材料費元35．7844．778．99機械費元2.062.620.51管理費元5.076.381.04利潤元2.433.060.50二類工工日260.7018.200.8822.880.143.64材料013005水泥砂漿1:3M3176.30.20235.610.25344.600.0518.99613206水M32.800.060.170.060.17機械06016灰漿拌和機2000L臺班51.430.042.060.0512.620.010.51樓477工作內容：1、細細石砼攪拌、搗搗平、壓實、養(yǎng)養(yǎng)護2、清理基層、熬瀝青青砂漿、搗平平、壓實計量單位：：10㎡定額編號12-1812-1912-2012-21項目目單位單價細石砼瀝青砂漿厚40mm厚度每增減5mmm厚20mm厚度每增減5mmm數(shù)量合價數(shù)量合價數(shù)量合價數(shù)量合價綜合單價元106.7812.28257.5960.52其中人工費元22.882.0833.548.32材料費元71.628.98211.6449.12機械費元2.780.33管理費元6.420.608.392.08利潤元3.080.294.021.00二類工工日260.8822.880.082.081.2933.540.328.32材料001001現(xiàn)澆C20砼M3174.500.40470.500.0518.90014008瀝青砂漿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機械13072砼拌和機400LL臺班83.390.0252.080.0030.2515003砼震動器(平板式式)臺班14.000.050.700.0060.08注:細石砼中設計有鋼筋者,按第四章相應項目執(zhí)行樓478三、整體面層工作內容：1、清清理基層、調調運砂漿、抹抹面、壓光、養(yǎng)養(yǎng)護計量單位：：10㎡定額編號12-2212-2312-2412-25項目目單位單價水泥砂漿厚20mm厚度每增減5mmm樓梯臺階數(shù)量合價數(shù)量合價數(shù)量合價數(shù)量合價綜合單價元80．6316.52322.09180.19其中人工費元24.703.64173.1673.06材料費元43.9710.8379.5775.52機械費元2.060.513.863.34管理費元6.691.0444.2619.10利潤元3.210.5021.249.17二類工工日260.9524.700.143.646.66173.162.8173.06材料013003水泥砂漿1:2M3212.430.20242.910.05110.830.33972.010.32468.83013005水泥砂漿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機械06016灰漿拌和機2000L臺班51.430.042.060.010.510.0753.860.0653.34注：1、螺旋形、圓弧形樓梯按樓梯定額執(zhí)行，人工乘系數(shù)1.20,其它不變。2、階梯教室、看臺臺階按樓地面定額執(zhí)行，人工乘系數(shù)1.60,其它不變。3、拱形樓板上表面粉面按地面相應定額人工乘系數(shù)2樓479工作內容：同前計量單位：：10㎡定額編號12-2612-2712-2812-29項目目單位單價水泥砂漿無砂面層加漿抹光隨搗隨抹抹厚5mm踢腳線10m厚30mm厚度每增減5mmm數(shù)量合價數(shù)量合價數(shù)量合價數(shù)量合價綜合單價元38.1925.07120.9918.73其中人工費元17.1612.4826.263.64材料費元13.987.4180.7113.04機械費元0.510.413.140.51管理費元4.423.227.351.04利潤元2.121.553.530.50二類工工日260.6617.160.4812.481.0126.260.143.64材料013001水泥砂漿1:1M3253.310.05112.92013003水泥砂漿1:2M3212.430.0153.19301023水泥3.25級kg0.28248.0069.4441.0011.48013005水泥砂漿1:3M3176.300.0234.05101015石屑(米砂)t22.300.429.370.071.56613206水M32.800.381.060.060.170.681.90機械06016灰漿拌和機2000L臺班51.430.010.510.0080.410.0613.140.010.51注：1、踢腳線高度按15mm計算，如高度不同時，材料按比例換算，其它不變。2、同前。樓480工作內容：調制底底、面層砂漿漿、找平、抹抹面、嵌條、磨磨光、補砂眼眼、理光、上上草酸、打蠟蠟、擦光。彩色鏡面水磨石還還包括油石拋拋光。計量單位：：10㎡定額編號12-3012-3112-3212-33項目目單位單價水磨石樓地面成品品厚白石子漿不嵌條白石子漿嵌條彩色石子漿嵌條彩色鏡面15mm+2mmm（磨耗）20mm+4.55mm（磨耗耗）數(shù)量合價數(shù)量合價數(shù)量合價數(shù)量合價綜合單價元342.42378.92471.28754.19其中人工費元122.72143.52160.68220.48材料費元140.49148.50217.35361.59機械費元24.6724.6724.6766.09管理費元36.8542.0546.3471.64利潤元17.6920.1822.2434.39二類工工日264.72122.725.52143.526.18160.688.48220.48材料013005水泥砂漿1:3M3176.300.20235.610.20235.610.20235.610.20235.61013040水泥白石子漿1::2M3345.640.17359.800.17359.80013048白水泥另氧化鐵紅紅彩色石子漿漿1:2M3709.220.173122.700.249176.60013075素水泥漿M3426.220.014.260.014.26609107氧化鐵紅kg4.370.301.310.431.88208004金剛石(三角形))75*755*50mmm塊9.503.0028.503.0028.503.0028.504.5042.75208005金剛石200*775*50mmm塊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硬白蠟kg3.330.270.900.270.900.270.900.270.90603026煤油kg4.000.401.600.401.600.401.600.401.60603045油漆溶劑油kg3.330.050.170.050.170.050.170.050.17601125清油kg10.640.050.530.050.530.050.530.050.53608110棉紗頭kg6.000.110.660.110.660.110.660.110.66613206水M32.800.561.570.561.570.561.570.892.49208020油石塊9.316.3058.65013076白水泥漿M3890.020.018.900.02522.25其它材料費元2.502.502.502.50機械06016灰漿拌和機2000L臺班51.430.0753.860.0753.860.0753.860.094.6312019平面磨石機功率33kw臺班21.910.9520.810.9520.810.9520.812.80561.46注：1、彩色鏡面磨石系指高級水磨石，除質量要求達到規(guī)范要求外，其操作工序一般應按“五彩五磨”研磨、七道“拋光”工序施工2、水磨石包括找平層砂漿在內，面層厚度設計與定額不符時，水泥石子漿每增減1mm增減0.01M3,其余不變3、水磨石面層嵌條采用金屬嵌條時，取消玻璃數(shù)量，金屬嵌條另列項目計算4、彩色水磨石已按氧化鐵紅顏料編制，如采用氧化鐵黃或氧化鉻綠彩色石子漿，顏料單價應調整5、階梯教室、看臺臺階水磨石按12-30子目執(zhí)行，人工乘系數(shù)2.2，磨石機乘系數(shù)0.4，其它不變樓481工作內容：清理基基層、調制石石子砂漿、找找平、抹面、嵌嵌條、磨光、補補砂眼、理光光、上草酸、打打蠟、擦光。調色壓器計量單位：10㎡定額編號12-3412-3512-3612-37項目目單位單價水磨石踢腳線樓梯臺階10m白石子漿彩色石子漿數(shù)量合價數(shù)量合價數(shù)量合價數(shù)量合價綜合單價元98.42936.391045.90719.67其中人工費元60.06542.36542.36395.72材料費元15.57186.09295.60170.76機械費元0.415.305.304.94管理費元15.12136.92136.92100.17利潤元7.2665.7265.7248.08二類工工日262.3160.0620.86542.3620.86542.3615.22395.72材料013040水泥白石子漿1::2M3345.640.0186.220.27595.05013048白水泥另氧化鐵紅紅彩色石子漿漿1:2M3709.220.275195.04013005水泥砂漿1:3M3176.300.0234.050.2442.310.2442.310.22439.49609107氧化鐵紅kg4.370.482.10208005金剛石200*775*50mmm塊13.020.303.912.4632.032.4632.031.8023.44613028草酸kg4．750.020.100.170.810.170.810.150.71613256硬白蠟kg3.330.040.130.441.470.441.470.391.30603026煤油kg4.000.060.240.662.640.662.640.592.36603045油漆溶劑油kg3.330.010.030.080.270.080.270.080.27601125清油kg10.640.010.110.080.850.080.850.080.85608110棉紗頭kg6.000.030.180.211.260.211.260.160.96608049草袋子1*0.77米㎡1.433.585.12013075素水泥漿M3426.220.0010.430.0166.820.0125.11013076白水泥漿M3890.020.01614.24613206水M32.800.060.170.922.580.922.580.832.32機械06016灰漿拌和機2000L臺班51.430.0080.410.1035.300.1035.300.0964.94注：1、設計嵌金屬條應另列項目計算2、螺旋形、圓弧形樓梯人工乘系數(shù)1.20,其他不變樓482工作內容：1、清清理基層、調調運砂漿、抹抹面計量單位：10㎡定額編號12-3812-3912-4012-41項目目單位單價水泥豆石漿鋼屑水泥砂漿面層層菱苦土面層樓地面厚度厚20mm厚mm底15面1015mm每增減5mm數(shù)量合價數(shù)量合價數(shù)量合價數(shù)量合價綜合單價元125．1525．20395．29992．41其中人工費元46.543.6453.3047.32材料費元59.2119.51319.38927.58機械費元1.590.512.11管理費元12.031.0413.8511.83利潤元5.780.506.655.68二類工工日261.7946.540.143.642.0553.301.8247.32材料013081水泥豆石漿1:11.25M3382.590.15258.150.05119.51015013鋼屑砂漿1:0..3:1.55:3.1221M31569.480.202317.03304001菱苦土kg0.36125.2045.07613206水M32.800.381.060.842.35613133氯化鎂kg9.0090.90818.10101022中砂t38.000.083.04407007鋸(木)屑M310.450.262.72609078色粉kg6.467.6049.10613256硬白蠟kg3.330.270.90603026煤油kg4.000.401.60603045油漆溶劑油kg3.330.200.67601125清油kg10.640.606.38機械06016灰漿拌和機2000L臺班51.430.0311.590.010.510.0412.11樓483工作內容：1、清清理基層、分分層涂刷、加加填料、打磨磨兩遍計量單位：10㎡定額編號12-4212-4312-44項目目單位單價環(huán)氧地坪抗靜電地坪四遍每增減一遍數(shù)量合價數(shù)量合價數(shù)量合價數(shù)量合價綜合單價元361．2549.79338.27其中人工費元13.521.0417.94材料費元326.5645.10306.64機械費元11.802.385.15管理費元6.330.865.77利潤元3.040.412.77二類工工日260.5212.520.041.040.6917.94材料601045封閉層環(huán)氧底漆Kg12.501.4017.501.4017.50601067環(huán)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稀釋劑Kg7.130.332.350.090.640.251.78609078色粉Kg6.460.503.23510330銅絲Kg22.800.0631.44608069鋼紙磨片片6.782.5016.95608144砂紙張1.020.600.61機械10012電動空氣壓縮機11m3/miin臺班79.270.075.550.032.380.0655.15其它機械費元6.25樓484四、塊料面層（11、大理石）工作內容:清理基基層、找平、局局部鋸板磨邊邊、貼成品大大理石、凈面面、調制水泥泥砂漿、撒素素水泥漿計量單位：10㎡定額編號12-4512-4612-47項目目單位單價大理石干硬性水泥砂漿樓地面樓梯臺階數(shù)量合價數(shù)量合價數(shù)量合價數(shù)量合價綜合單價元1766．021928.341824.27其中人工費元111.72190.96147.84材料費元1605.961654.911609.91機械費元5.118.628.62管理費元29.2149.9039.12利潤元14.0223.9518.78二類工工日283.99111.726.82190.965.28147.84材料104001大理石綜合㎡150.0010.201530.0010.501575.010.201530.0301023水泥3.25級Kg0.2845.9712.8745.9712.8745.9712.87013006干硬性水泥砂漿M3162.160.30349.130.30349.130.30349.13301002白水泥Kg0.581.000.581.000.581.000.58608110棉紗頭Kg6.000.100.600.100.600.100.60407007鋸(木)屑M310.450.060.630.060.630.060.63510165合金鋼切割鋸片片61.750.0352.160.0996.110.0996.11613206水M32.800.260.730.260.730.260.73013075素水泥漿M3426.220.014.260.014.260.014.26其它材料費元5.005.005.00機械06016灰漿拌和機2000L臺班51.430.0613.140.0613.140.0613.1413090石料切割機臺班14.040.141.970.395.480.395.48注:1、設計弧形貼面時,其弧形部分的石材損耗可按實調整,并按弧形圖示長度每10M另外增加:切割人工0.6工日合鑫鋼切割片0.14片,石料切割機0.60臺班2、設計有兩條或兩條以上鑲邊者，按相應定額人工乘1.10系數(shù)3、螺旋形、圓弧形樓梯貼塊料面層按相應項目的人工乘1.20,塊料面層材料乘系數(shù)1.104、塊料面層踢腳線高度不同按設計調整樓485工作內容：清理基基層、鋸板磨磨邊、貼大理理石、擦縫、清清理凈面、調調制水泥砂漿漿、刷素水泥漿計量單位：10㎡定額編號12-4812-4912-50項目目單位單價大理石樓地面樓梯臺階水泥砂漿數(shù)量合價數(shù)量合價數(shù)量合價數(shù)量合價綜合單價元1759．371921.681823.74其中人工費元111.72190.96152.32材料費元1600.091649.041604.04機械費元4.548.058.05管理費元29.0749.7540.09利潤元13.9523.8819.24二類工工日283.99111.726.82190.965.44152.32材料104001大理石綜合㎡150.0010.201530.0010.501575.010.201530.0013001水泥砂漿1:1M3253.310.08120.520.08120.520.08120.52013005水泥砂漿1:3M3176.300.20235.610.20235.610.20235.61013075素水泥漿M3426.220.014.260.014.260.014.26301002白水泥kg0.581.000.581.000.581.000.58608110棉紗頭Kg6.000.100.600.100.600.100.60407007鋸(木)屑M310.450.060.630.060.630.060.63510165合金鋼切割鋸片片61.750.0352.160.0996.110.0996.11613206水M32.800.260.730.260.730.260.73其它材料費元5.005.005.00機械06016灰漿拌和機2000L臺班51.430.052.570.052.570.052.5713090石料切割機臺班14.040.141.970.395.480.395.48注:同前樓486工作內容：清理基基層、鋸板磨磨邊、貼大理理石、擦縫、清清理凈面、調調制水泥砂漿漿、刷素水泥漿定額編號12-5112-5212-53項目目單位單價大理石踢腳線大理石樓地面10m10㎡數(shù)量合價數(shù)量合價數(shù)量合價數(shù)量合價綜合單價元268.30283.321827.00其中人工費元21.2821.28115.92材料費元238.39253.411663.09機械費元0.550.553.72管理費元5.465.4629.91利潤元2.622.6214.36二類工工日280.7621.280.7621.284.14115.92材料104001大理石綜合㎡150.001.53229.501.53229.5010.201530.00013003水泥砂漿1:2M3212.430.036.370.036.37013005水泥砂漿1:3M3176.300.20235.61013077801膠素水泥漿漿M3468.220.0020.94609042干粉型粘結劑Kg1.5210.5015.9660.0091.20301002白水泥kg0.580.400.230.400.232.001.16608110棉紗頭Kg6.000.0150.090.0150.090.100.60407007鋸(木)屑M310.450.0090.090.0090.090.060.63510165合金鋼切割鋸片片61.750.0050.310.0050.310.0352.16613206水M32.800.040.110.040.110.260.73其它材料費元0.750.751.00機械06016灰漿拌和機2000L臺班51.430.0050.260.0050.260.0341.7513090石料切割機臺班14.040.0210.290.0210.290.141.97注:同前.樓4872、花崗巖工作內容：清理基基層、鋸板磨磨邊、貼花崗崗石、擦縫、清清理凈面、調調制水泥砂漿漿、粘結劑、刷素水泥漿計量單位：10㎡定額編號12-5412-5512-56項目目單位單價花崗巖干硬性水泥砂漿樓地面樓梯臺階數(shù)量合價數(shù)量合價數(shù)量合價數(shù)量合價綜合單價元2795.812995.842846.81其中人工費元118.16201.88147.84材料費元2626.392705.962630.96機械費元5.509.719.71管理費元30.9252.9039.39利潤元14.8425.3918.91二類工工日284.22118.167.21201.885.28147.84材料104017花崗巖綜合㎡250.0010.202550.0010.502625.010.202550.00301023水泥3.25級Kg0.2845.9712.8745.9712.8745.9712.87013006干硬性水泥砂漿M3162.160.30349.130.30349.130.30349.13301002白水泥Kg0.581.000.581.000.581.000.58608110棉紗頭Kg6.000.060.600.060.600.060.60407007鋸(木)屑M310.450.060.630.060.630.060.63510165合金鋼切割鋸片片61.750.0422.590.1167.160.1167.16613206水M32.800014.260014.260014.26013075素水泥漿M3426.220.260.730.260.730.260.73其它材料費元5.005.005.00機械06016灰漿拌和機2000L臺班51.430.0613.140.0613.140.0613.1413090石料切割機臺班14.040.1682.360.4686.570.4686.57注:同前樓488工作內容：同前計量單位：10㎡定額編號12-5712-5812-59項目目單位單價花崗巖樓地面樓梯臺階水泥砂漿數(shù)量合價數(shù)量合價數(shù)量合價數(shù)量合價綜合單價元2789.192989.422840.38其中人工費元118.16201.88147.84材料費元2620.522700.282625.28機械費元4.969.179.17管理費元30.7852.7639.25利潤元14.7725.3318.84二類工工日284.22118.167.21201.885.28147.84材料104017花崗巖綜合㎡250.0010.202550.0010.502625.010.202550.00013001水泥砂漿1:1M3253.310.08120.520.08120.520.08120.52013005水泥砂漿1:3M3176.300.20235.610.20235.610.20235.61013075素水泥漿M3426.220.014.260.014.260.014.26301002白水泥Kg0.581.000.581.000.581.000.58608110棉紗頭Kg6.000.060.600.060.600.060.60407007鋸(木)屑M310.450.060.630.060.630.060.63510165合金鋼切割鋸片片61.750.0422.590.1197.350.1197.35613206水M32.800014.260014.260014.26013075素水泥漿M3426.220.260.730.260.730.260.73其它材料費元5.005.005.00機械06016灰漿拌和機2000L臺班51.430.052.570.052.570.052.5713090石料切割機臺班14.040.172.390.476.600.476.60注：當?shù)孛嬗龅交⌒钨N面時，其弧形部分的石材損耗可按實調整，并按弧形圖示尺寸每10米另外增加：切割人工0.6工日，合金鋼切割鋸片0.14片，石料切割機0.60臺班。樓489工作內容：清理基基層、鋸板磨磨邊、貼花崗崗石、擦縫、清清理凈面、調調制水泥砂漿漿、刷素水泥漿計量單位：10㎡定額編號12-6012-6112-62項目目單位單價花崗巖水泥砂漿干粉型粘結劑10m10㎡數(shù)量合價數(shù)量合價數(shù)量合價數(shù)量合價綜合單價元423.35435.342860.63其中人工費元21.2821.28122.64材料費元393.41405.392687.52機械費元0.650.583.72管理費元5.485.4731.59利潤元2.632.6215.16二類工工日280.7621.280.7621.284.38122.64材料104017花崗巖綜合㎡250.001.53382.501.53382.5010.202550.00013001水泥砂漿1:1M3253.310.0123.04013005水泥砂漿1:3M3176.300.035.290.035.290.20235.61013077801膠素水泥漿漿M3468.220.0020.94609042干粉型粘結劑Kg1.5210.5015.9660.0091.20301002白水泥kg0.580.400.230.400.232.001.16608110棉紗頭Kg6.000.0150.090.0150.090.100.60407007鋸(木)屑M310.450.0090.090.0090.090.060.63510165合金鋼切割鋸片片61.750.0060.370.0060.370.0422.59613206水M32.800.040.110.040.110.260.73其它材料費元0.750.755.00機械06016灰漿拌和機2000L臺班51.430.0070.360.0050.260.0341.7513090石料切割機臺班14.040.0210.290.0230.320.141.97樓4903、大理石、花崗巖巖多色簡單圖圖案鑲貼工作內容：1、調調制水泥砂漿漿、刷素水泥漿2、清理基層、放放樣、預拼、鋸鋸板磨邊、鑲鑲貼、擦縫、清清理表面計量單位：10㎡定額編號12-6312-6412-6512-66項目目單位單價大理石花崗巖水泥砂漿干粉型粘結劑水泥砂漿干粉型粘結劑數(shù)量合價數(shù)量合價數(shù)量合價數(shù)量合價綜合單價元1975.942051.963093.633170.03其中人工費元156.80162.96164.64171.08材料費元1738.371805.952841.462909.04機械費元16.6116.6119.4219.42管理費元43.3544.8946.0247.63利潤元20.8121.5522.0922.86二類工工日285.60156.85.82162.965.88164.646.11171.08材料104001大理石綜合㎡150.0011.001650.0011.001650.0104017花崗巖綜合㎡250.0011.002750.0011.002750.0013001水泥砂漿1:1M3253.310.08120.520.08120.52013005水泥砂漿1:3M3176.300.20235.610.20235.610.20235.610.20235.61609042干粉型粘結劑Kg1.5260.0091.2060.0091.20013075素水泥漿M3426.220.014.260.014.26301002白水泥kg0.581.000.583.001.741.000.583.001.74608110棉紗頭Kg6.000.100.600.100.600.100.600.100.60407007鋸(木)屑M310.450.060.630.060.630.060.630.060.63510165合金鋼切割鋸片片61.750.2515.440.2515.440.3018.530.3018.53613206水M32.800.260.730.260.730.260.730.260.73其它材料費元10.0010.0010.0010.00機械06016灰漿拌和機2000L臺班51.430.052.570.052.570.052.570.052.5713090石料切割機臺班14.041.0014.041.0014.041.2016.851.2016.85注：多色復雜圖案（弧線型）鑲貼時，其人工乘系數(shù)1.20，其弧形部分的石材損耗可按實調整。樓491工作內容：1、清清理調制水泥泥砂漿、刷素素水泥漿、貼貼面層、補縫縫、清理凈面面計量單位：10㎡定額編號12-6712-6812-69項目目單位單價拼碎塊料拼花大理石、花崗崗巖成品安裝裝大理石、花崗巖水泥砂漿干硬性水泥砂漿水泥砂漿數(shù)量合價數(shù)量合價數(shù)量合價數(shù)量合價綜合單價元584.04514.5510536.100其中人工費元157.92157.92135.52材料費元363.18293.7610346.922機械費元3.293.242.57管理費元40.3040.2934.52利潤元19.3519.3416.57二類工工日285.64157.925.64157.924.84135.52材料104033碎花崗巖板綜合㎡28.509.60273.60104032碎大理石板㎡23.759.60228.00106006國產(chǎn)石材拼花綜合合㎡1008.010.2010281.6013003水泥砂漿1:2M3212.430.31566.920.0122.55013005水泥砂漿1:3M3176.300.30353.420.20235.61013001水泥砂漿1:1M3253.310.08120.52608110棉紗頭Kg6.000.21.200.21.200.10.60013075素水泥漿M3426.220.014.260.014.260.014.26301023水泥3.25級Kg0.2845.9712.87613206水M32.800.260.730.260.730.260.73其它材料費元3.603.603.60機械06016灰漿拌和機2000L臺班51.430.0643.290.0633.240.052.57樓492工作內容：1、清清理基層、貼貼花崗石、修修整、清理凈凈面、調制水水泥砂漿或粘粘結劑計量單位：10㎡定額編號12-7012-7112-72項目目單位單價花崗石地面、臺階階（金山石）干硬性水泥砂漿水泥砂漿干粉型粘結劑數(shù)量合價數(shù)量合價數(shù)量合價數(shù)量合價綜合單價元2301.602293.802360.68其中人工費元208.88208.88209.72材料費元2011.422004.122070.54機械費元2.932.572.06管理費元52.9552.8652.95利潤元25.4225.3725.41二類工工日287.46208.887.46208.887.49209.72材料104013花崗石地坪石6000*4000*120㎡190.0010.201938.0010.201938.010.201938.00013003水泥砂漿1:2M3212.430.20242.91013005水泥砂漿1:3M3176.300.08120.520.08120.52013001水泥砂漿1:1M3253.310.20235.610.20235.61609042干粉型粘結劑Kg1.5260.0091.20013075素水泥漿M3426.220.014.260.014.26613206水M32.800.260.730.260.730.260.73其它材料費元5.005.005.00機械06016灰漿拌和機2000L臺班51.430.0572.930.052.570.042.06注：花崗石地面以成品鑲貼為準。若為現(xiàn)場五面剁斧，底面斬鑿，現(xiàn)場加工后鑲貼，人工乘系數(shù)1.65，其它不變。樓4934、缸磚工作內容：1、清清理基層、鋸鋸板磨邊、貼塊料擦縫縫、清理凈面面、調制水泥泥砂漿或粘結結劑計量單位：10㎡定額編號12-7312-7412-7512-76項目目單位單價勾縫不勾縫勾縫不勾縫水泥砂漿干粉型粘結劑數(shù)量合價數(shù)量合價數(shù)量合價數(shù)量合價綜合單價元353.81341.85435.51399.60其中人工費元85.6865.5291.2872.52材料費元230.73246.84305.46295.00機械費元4.163.833.653.83管理費元22.4617.3423.7319.09利潤元10.788.3211.399.16二類工工日283.0685.682.3465.523.2691.282.5972.52材料204035紅缸磚152*1152塊0.43398.00171.14443.00190.49398.00171.14443.00190.49013005水泥砂漿1:3M3176.300.20235.610.20235.610.20235.610.20235.61013001水泥砂漿1:1M3253.310.06516.470.05112.92609042干粉型粘結劑Kg1.5260.0091.2040.0060.80608110棉紗頭Kg6.000.201.200.100.600.201.200.100.60407007鋸(木)屑M310.450.060.630.060.63510165合金鋼切割鋸片片61.750.0321.980.0321.980.0321.980.0321.98301023水泥3.25級Kg0.281.000.282.000.56613206水M32.800.260.730.260.730.260.730.260.73其它材料費元3.603.603.603.60機械06016灰漿拌和機2000L臺班51.430.052.570.042.060.042.060.042.0613090石料切割機臺班14.040.1131.590.1261.770.1131.590.1261.77注：貼勾縫100*100缸磚，人工乘系數(shù)1.43,缸磚改為843塊,1:1水泥砂漿改為0.074立方米,貼不勾縫100*100缸磚，人工乘系數(shù)1.43,缸磚改為981塊。樓494工作內容：1、清清理基層、鋸鋸板磨邊、貼缸磚、清理理凈面、調制制水泥砂漿計量單位：10㎡定額編號12-7712-7812-79項目目單位單價樓梯不勾縫臺階勾縫零星裝飾水泥砂漿水泥砂漿勾縫數(shù)量合價數(shù)量合價數(shù)量合價數(shù)量合價綜合單價元443.69374.13426.24其中人工費元123.2081.76128.52材料費元265.36252.57238.76機械費元6.976.978.33管理費元32.5422.1834.21利潤元15.6210.6516.42二類工工日284.40123.22.9281.764.59128.52材料204035紅缸磚152*1152塊0.43467.00200.81429.00184.47429.00184.47013001水泥砂漿1:1M3253.310.05112.920.06516.47013003水泥砂漿1:2M3212.430.012.12013005水泥砂漿1:3M3176.300.20235.610.20235.610.20235.61013077801膠素水泥漿漿M3468.220.014.680.014.68301023水泥3.25級Kg0.281.000.281.000.281.100.31608110棉紗頭Kg6.000.100.600.100.600.201.20407007鋸(木)屑M310.450.060.630.060.630.0670.70510165合金鋼切割鋸片片61.750.0895.500.0895.500.1438.83613206水M32.800.260.730.260.730.2890.81其它材料費元3.603.604.71機械06016灰漿拌和機2000L臺班51.430.042.060.042.060.0221.1313090石料切割機臺班14.040.354.910.354.910.5137.20樓495工作內容：1、清清理基層、鋸鋸板磨邊、貼塊料擦縫縫、清理凈面面、調制水泥泥砂漿或粘結結劑計量單位：10m定額編號12-8012-81項目目單位單價踢腳線干粉型粘結劑水泥砂漿數(shù)量合價數(shù)量合價數(shù)量合價數(shù)量合價綜合單價元87.9275.56其中人工費元29.4026.32材料費元46.8438.64機械費元0.580.63管理費元7.506.47利潤元3.603.23二類工工日281.0529.400.9426.32材料204035紅缸磚152*1152塊0.4370.0030.1068.0029.24609042干粉型粘結劑Kg1.526.7510.26013001水泥砂漿1:1M3253.310.0082.03013005水泥砂漿1:3M3176.300.035.290.035.29013077801膠素水泥漿漿M3468.220.0020.94301023水泥3.25級Kg0.280.400.110.200.06608110棉紗頭Kg6.000.0150.090.0150.09407007鋸(木)屑M310.450.0090.090.0090.09510165合金鋼切割鋸片片61.750.0040.250.0040.25613206水M32.800.040.110.040.11其它材料費元0.540.54機械06016灰漿拌和機2000L臺班51.430.0060.310.0070.3613090石料切割機臺班14.040.0190.270.0190.27樓4965、馬賽克工作內容：調制水水泥砂漿或粘粘結劑、刷素水泥漿漿、貼馬賽克克、擦縫、清清理凈面計量單位：10㎡定額編號12-8212-83項目目單位單價樓地面水泥砂漿干粉型粘結劑數(shù)量合價數(shù)量合價數(shù)量合價數(shù)量合價綜合單價元428.6497.82其中人工費元129.92135.52材料費元247.58309.76機械費元2.211.75管理費元33.0334.32利潤元15.8616.47二類工工日284.64129.924.84135.52材料205001玻璃馬賽克㎡18.0010.45188.1010.15182.70013001水泥砂漿1:1M3253.310.05112.92013005水泥砂漿1:3M3176.300.20235.610.20235.61609042干粉型粘結劑Kg1.5255.0083.60013075素水泥漿M3426.220.014.26302002白水泥kg0.582.001.164.002.32608110棉紗頭Kg6.000.201.200.201.20613206水M32.800.260.730.260.73其它材料費元3.603.60機械06016灰漿拌和機2000L臺班51.430.0432.210.0341.75樓497工作內容：同前定額編號12-8412-8512-86項目目單位單價臺階踢腳線水泥砂漿干粉型粘結劑10㎡10m數(shù)量合價數(shù)量合價數(shù)量合價數(shù)量合價綜合單價元486.9568.6479.53其中人工費元170.2424.3624.36材料費元250.7034.9145.80機械費元2.210.260.26管理費元43.116.166.16利潤元20.692.952.95二類工工日286.08170.240.8724.360.8724.36材料205001玻璃馬賽克㎡18.0010.60190.801.52327.411.52327.41013001水泥砂漿1:1M3253.310.05112.920.0082.03013005水泥砂漿1:3M3176.300.20235.610.023.530.023.53609042干粉型粘結劑Kg1.529.0013.68013077801膠素水泥漿漿M3468.220.014.680.0020.94302002白水泥kg0.582.001.160.300.170.600.35608110棉紗頭Kg6.000.201.200.030.180.030.18613206水M32.800.260.730.040.110.040.11其它材料費元3.600.540.54機械06016灰漿拌和機2000L臺班51.430.0432.210.0050.260.0050.26樓4986、凹凸假麻石塊工作內容：清理基基層、調制水泥砂砂漿、刷素水水泥漿、貼塊料、清理凈面計量單位：10㎡定額編號12-8712-8812-89項目目單位單價樓地面樓梯臺階數(shù)量合價數(shù)量合價數(shù)量合價數(shù)量合價綜合單價元530.78641.66568.00其中人工費元87.36164.92111.16材料費元405.11408.59408.69機械費元4.375.135.13管理費元22.9342.5129.07利潤元11.0120.4113.95二類工工日283.1287.365.89164.923.97111.16材料103003凹凸假麻石塊(釉釉面)百塊66.005.10336.605.10336.605.10336.60013001水泥砂漿1:1M3253.310.08120.520.08120.520.08120.52013005水泥砂漿1:3M3176.300.20235.610.20235.610.20235.61608110棉紗頭Kg6.000.100.600.100.600.100.60407007鋸(木)屑M310.450.060.630.060.630.060.63302002白水泥kg0.581.000.581.000.581.000.58510165合金鋼切割鋸片片61.750.0321.980.095.560.095.56013075素水泥漿M3426.220.014.260.014.260.014.26613206水M32.800.260.730.260.730.260.73其它材料費元3.603.603.60機械06016灰漿拌和機2000L臺班51.430.052.570.052.570.052.5713090石料切割機臺班14.040.1281.800.1822.560.1822.56樓4997、地磚工作內容：清理基基層、鋸板磨磨細、貼地磚磚、擦縫、清清理凈面。調制水泥砂漿、刷刷素水泥漿、調調制粘貼劑。計量單位：10㎡定額編號12-9012-9112-9212-93項目目單位單價樓地面300*300400*400水泥砂漿干粉型粘結劑水泥砂漿干粉型粘結劑數(shù)量合價數(shù)量合價數(shù)量合價數(shù)量合價綜合單價元490.68548.48391.21446.71其中人工費元117.04125.4493.52100.24材料費元326.72373.01259.98306.27機械費元2.642.642.272.27管理費元29.9232.0223.9525.63利潤元14.3615.3711.4912.30二類工工日284.18117.044.48125.443.3493.523.58100.24材料204054同質地磚300**300塊2.35114.00267.90114.00267.90204055同質地磚400**400塊3.1564.00201.6064.00201.60013003水泥砂漿1:2M3212.430.05110.830.05110.83013005水泥砂漿1:3M3176.300.20235.610.20235.610.20235.610.20235.61609042干粉型粘結劑Kg1.5240.0060.8040.0060.80013075素水泥漿M3426.220.014.260.014.26608110棉紗頭Kg6.000.100.600.100.600.100.600.100.60407007鋸(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合金鋼切割鋸片片61.750.0321.980.0321.980.0251.540.0251.54613206水M32.800.260.730.260.730.260.730.260.73其它材料費元3.603.603.603.60機械06016灰漿拌和機2000L臺班51.430.0170.870.0170.870.0170.870.0170.8713090石料切割機臺班14.040.1261.770.1261.770.101.400.101.40注：1、當?shù)孛嬗龅交⌒螇γ鏁r，其弧形部分的地磚損耗可按實調整，并按弧形圖示尺寸每10m增加切貼人工0.3工日。2、地磚規(guī)格不同按設計用量加2%損耗進行調整。3、鏡面同質地磚執(zhí)行本定額：地磚單價換算，其它不變。4、地磚結合層若用干硬性水泥砂漿,取消子目中1:2及1:3水泥砂漿,另增32.5水泥45.97kg,干硬性水泥砂漿0.303m3。樓500工作內容：清理基基層、鋸板磨磨細、貼地磚磚、擦縫、清清理凈面。調制水泥砂漿、刷刷素水泥漿、調調制粘貼劑。計量單位：10㎡定額編號12-9412-9512-9612-97項目目單位單價樓地面600*600800*800水泥砂漿干粉型粘結劑水泥砂漿干粉型粘結劑數(shù)量合價數(shù)量合價數(shù)量合價數(shù)量合價綜合單價元414.98470.10395.05450.17其中人工費元98.84105.28102.76109.20材料費元276.46322.75251.16297.45機械費元2.272.272.272.27管理費元25.2826.8926.2627.87利潤元12.1312.9112.6013.38二類工工日283.5398.843.76105.283.67102.763.90109.20材料204056同質地磚600**600塊7.5229.00218.0829.00218.08204057同質地磚800**800塊11.3417192.7817.00192.78013003水泥砂漿1:2M3212.430.05110.830.05110.83013005水泥砂漿1:3M3176.300.20235.610.20235.610.20235.610.20235.61609042干粉型粘結劑Kg1.5240.0060.8040.0060.80013075素水泥漿M3426.220.014.260.014.26608110棉紗頭Kg6.000.100.600.100.600.100.600.100.60407007鋸(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合金鋼切割鋸片片61.750.0251.540.0251.540.0251.540.0251.54613206水M32.800.260.730.260.730.260.730.260.73其它材料費元3.603.603.603.60機械06016灰漿拌和機2000L臺班51.430.0170.870.0170.870.0170.870.0170.8713090石料切割機臺班14.040.1261.770.1261.770.101.400.101.40注、同前。樓501工作內容：清理基基層、鋸板磨磨細、貼地磚磚、擦縫、清清理凈面。調制水泥砂漿、刷刷素水泥漿、調調制粘貼劑。計量單位：10㎡定額編號12-9812-99項目目單位單價樓地面多色簡單圖案鑲貼貼水泥砂漿干粉型粘結劑數(shù)量合價數(shù)量合價數(shù)量合價數(shù)量合價綜合單價元596.64660.49其中人工費元175.56188.16材料費元350.42396.71機械費元4.384.38管理費元